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Leica FlexLine Plus Series User Manual PDF

Contents

1. In this manual Chapter Page 1 Description of the System 8 1 1 System Components 8 1 2 Container Contents 9 1 3 Instrument Components 10 2 User Interface 11 2 1 Keyboard 11 2 2 Screen 12 2 3 Status Icons 12 2 4 Softkeys 14 2 5 Operating Principles 14 2 6 Pointsearch 15 2 7 Graphic Symbols 16 3 Operation 17 3 1 Instrument Setup 17 3 2 Working with the Battery 19 3 3 Data Storage 20 3 4 Main Menu 21 3 5 Q Survey Program 22 3 6 Distance Measurements Guidelines for Correct Results 22 4 Settings 24 4 1 Work Settings 24 4 2 Regional Settings 25 4 3 Data Settings 28 4 4 Screen amp Audio Settings 29 4 5 EDM Settings 31 4 6 Interface Settings 34 5 Programs Getting Started 36 5 1 Overview 36 5 2 Starting a Program 37 5 3 Setting the Job 37 5 4 Station Setup 38 6 Programs 39 6 1 Common Fields 39 6 2 Station Setup 39 6 2 1 Starting Station Setup 39 6 2 2 Measuring the target points 42 6 2 3 Station Setup Results 43 6 3 Surveying 45 6 4 Stakeout 46 6 5 Reference Line 48 6 5 1 Overview 48 6 5 2 Defining the Base Line 48 6 5 3 Defining the Reference Line 49 6 5 4 Measure Line amp Offset 50 6 5 5 Stakeout 51 6 5 6 Grid Stakeout 52 6 5 7 Line Segmentation 54 TS06 09 plus Table of Contents 4 6 6 Reference Arc 56 6 6 1 Overview 56 6 6 2 Defining the Reference Arc 56 6 6 3 Measure Line amp Offset 57 6 6 4 Stakeout 58 6 7 Reference Plane 60 6 8 Tie Dist
2. Next step Either press Cont to continue with the selected job Or press New to open the Enter Job Data screen and create a new job TS06 09 plus Programs Getting Started 37 Recorded data Once a job is set up all subsequent recorded data will be stored in this job If no job was defined and a program was started or if in Q Survey and a measurement was recorded then the system automatically creates a new job and names it Default Next step Press Cont to confirm the job and return to the Config screen 5 4 Station Setup Description All measurements and coordinate computations are referenced to the set station coordinates and orientation Station coordinate calculation Directions X Easting Y Northing Z Height Station coordinates XO Easting coordinate of station YO Northing coordinate of station ZO Height of station PO Instrument station Known coordinates Pl Target point P2 Target point P3 Target point Calculations Hzl Station orientation Access Select F2 Station Setup in Config screen Next step The Station Setup program begins Refer to 6 2 Station Setup for information on the Station Setup process C If no station was set and a program was started then the last station is set as the current station and the current horizontal direction is set as the orientation TS06 09 plus Programs Getting Started 38 6 6 1 Programs Common Fields Description of fiel
3. Next step Once AHz is zero press Meas to complete the measurement and display the results TS06 09 plus Favourites 94 Cylindrical Offset Result Cylindrical Offset Result 74 218 m 67 533 m Finish l To record results and return to the main Offset screen 17 043 m 1 576 m New To measure a new cylindrical object Description Defined point ID of the center point Easting coordinate of the centre point Northing coordinate of the centre point Height of the point measured with the reflector c This is not the calculated height of the centre point Radius Radius of the cylinder TS06 09 plus Favourites 95 7 3 Hidden Point Description Access Hidden Point Rod Settings Hidden Point Result This favourite is used for measurements to a point that is not directly visible using a special hidden point rod PO Instrument station Pl Hidden point 1 2 Prisms 1 and 2 dl Distance between prism 1 and the hidden point d2 Distance between prism 1 and 2 L Press the FNC Favourites key when within any program 2 Select PN Hidden Pt from the Favourites Menu gi 3 If neccesary press Rod EDM to define the rod or EDM settings Field Description EDM Mode Changes the EDM Mode Prism Type Chansges the prism type PrismConst Displays the prism constant Rod Length Total length
4. Guide Light Off 4lb 4 Signal Atmos Ind PPM Cont 4 To view EDM Signal reflection value 4 Freq To view the EDM frequency Field Description EDM Mode P Precise Fine measuring mode for highest precision measure ments with prisms 1 5 mm 2 ppm P Precise amp Quick measuring mode with prisms with higher meas Fast uring speed and high accuracy 2 mm 2 ppm P Tracking For continuous distance measurements with prisms 3 mm 2 ppm Tape For distance measurements using Retro reflective targets 5 mm 2 ppm P Long 24 0 For long range distance measurements with prisms km 5 mm 2 ppm NP Precise For distance measurements without prisms 2 mm 2 ppm 500 m 4 mm 2 ppm NP Tracking For continuous distance measurements without prisms 5 mm 3 ppm Prism Type Round GPR Standard prism GPR121 GPR111 Mini GMP MiniO GMP111 0 Jp Mini SMP222 360 GRZ4 360 Mini GR Z101 k Leica Const 0 0 mm 40 2 Ww E EI d d 00 50 ae 38 GMP111 1 Leica Const 17 5 mm 1 3 GMP111 0 Leica Const 0 0 mm Miniprism Leica Const 34 4 mm Sc GRZ4 GRZ122 e Leica Const 23 1 mm GRZ101 Leica Const 30 0 mm 15 15 86 64 rst TS06 09 plus Settings 31 Field Description Tape GZM A Leica Const 34 4 mm 360 MPR122 MPR122 hmi Leica Const 28 1 mm None Without prism Leica Const 34 4 mm User 1 F
5. eeeeeee 39 Lo tTa erarere a M 100 elle 34 DOE ect te pt EGER OR 123 R Storage temperature ssssseseeees 139 Recording code setting of sesses 28 Surveying program cceccseceseesseceeecsseeceeeseeeeensaes 45 Reduction Formulas eeseseses 143 Symbols in graphics 2 2 252 creer etre ace ossa 16 Reference Arc program sseeeeeee 56 Reference Line program ssseeeeeeee 48 T Reference Plane program seeseeee 60 Target Offset seeessssessssseeene nenne 93 Refraction coefficient eesse 143 143 Technical data iere teg 134 Remote Height program sseeesesee 66 Technical Data Remote DONI d eire ei denier ge Lee d dee aede edd 66 Internal battery ccccccceessecceeeesceeeeeeeeeeeeens 139 ROSOCHON NEE 40 JEE imitans den teen 138 Resection Helmert eseseseesseeeeeene 40 Temperature Resection OC Oeste teet eege 40 HEEN e 139 Responsibilities eseeeeeeeeeeeeeereeee 126 Instrument 139 RELIGION iuo scu etse te s 145 USB StICK eene 139 Reticle illumination setting Of 29 Temperature unit setting Of ceecee 27 Road 2D program descent taper ecd Reisende eds 70 TORIO OY Lc se ve Moa tuto egene 145 Road 3D program a 72 Tilt and horizontal corrections eesese 24 Road Projects elements Of oie cene 73 Tilt Axis adjustment EE 12
6. This screen is exactly the same as the Stakeout screen except that the available PtlDs are restricted to the points used for the last orientation Refer to 6 4 Stakeout for information about the screen When setting up a station by local resection check the coordinate system of the points used from the list TS06 09 plus Favourites 98 Coding Coding Description Codes contain information about recorded points With the help of coding points can be assigned to a particular group simplifying later processing Codes are stored in codelists with each codelist supporting a maximum of 200 codes Creating a codelist A codelist can be created onthe instrument Select E Manage from the Main Menu Select p from the Manage Menu e in FlexOffice Codelists can be imported and exported via USB memory stick and via FlexOffice Refer to 10 3 Importing Data and 10 2 Exporting Data GSI coding Codes are always stored as free codes WI41 49 that means that codes are not directly linked to a point They are stored before or after the measurement depending on the setting made A code is always recorded for each measurement as long as the code is displayed in the Code field For a code not to be recorded the Code field must be cleared This can be set to occur automatically Refer to 4 3 Data Settings Access e Either select 1 Q Survey from the Main Menu and press Code or change to page 4
7. Store to release the measurement in the other face Cg f one or more errors are bigger than the predefined limits the procedure must be repeated All measurements of the current run are rejected and are not averaged with the results from previous runs 4 Measure the target The standard deviations of the determined adjustment errors can be calcu lated from the second run onwards TS06 09 plus Check amp Adjust 119 11 5 Adjusting the Tilting Axis Error Description Le Access Check and adjust step by step Messages The tilting axis error is caused by the deviation between the mechanical tilting axis and the line perpendicular to the vertical axis This error affects horizontal angles To determine this error it is necessary to point to a target located significantly below or above the horizontal plane The horizontal collimation error has to be determined before starting this procedure 1 Select dk Tools from the Main Menu 2 Select amp Adjust from the Tools Menu 3 Select F4 Tilt Axis l Level the instrument with the electronic level Refer to 3 Operation Level up with the electronic level step by step 2 Aim at a point approximately 100 m from the instrument which is at least 27 30 gon above or beneath the horizontal plane TO ug u 3 Press Store to measure to the target point 4 1 180 Change face and aim at the target point again 17
8. 11 4 Adjusting the Compensator Compensator index error Access Check and adjust step by step a Mechanical vertical axis of the instrument also called standing axis b Plumb line c Longitudinal component I of the compensator index error d Transversal component t of the compensator index error The compensator index errors I t occur if the vertical axis of the instrument and the plumb line are parallel but the zero points of the compensator and the circular level do not coincide The calibration procedure electronically adjusts the zero point of the compensator A longitudinal component in direction of the telescope and a transversal component perpendicular to the telescope define the plane of the dual axis compensator of the instrument The longitudinal compensator index error I has a similar effect as the vertical index error and effects all vertical angle readings The transversal compensator index error t is similar to the tilting axis error The effect of this error to the horizontal angle readings is O at the horizon and increases with steep sightings 1 Select d Tools from the Main Menu 2 Select lt v Adjust from the Tools Menu 3 Select F3 Compensator Index Step Description L Level the instrument with the electronic level Refer to 3 Operation Level up with the electronic level step by step Press Store to measure the first face No target has to be aimed at
9. Dist Decimal Sets the number of decimal places shown for all distance fields This is for data display and does not apply to data export or storage 3 Displays distance with three decimals 4 Displays distance with four decimals Temp Unit Sets the units shown for all temperature fields C Degree Celsius F Degree Fahrenheit Press Unit Sets the units shown for all pressure fields hPa Hecto Pascal mbar Millibar mmHg Millimeter mercury inHg Inch mercury Grade Unit Sets how the slope gradient is calculated h v Horizontal Vertical for example 5 1 v h Vertical Horizontal for example 1 5 96 v h x 100 for example 20 96 Time 24h The current time Date Shows an example of the selected date format Format dd mm yyyy How the date is shown in all date related fields mm dd yyyy or yyyy mm dd TS06 09 plus Settings 27 4 3 Data Settings Access Data Settings l Select Settings from the Main Menu 2 Select i Data from the Settings Menu 3 Press 8 to scroll through the screens of available settings Field Description Double PtID Sets if multiple points are able to be recorded with the same point ID in the same job Allowed Allows multiple points with the same point ID Not Allowed Does not allow multiple points with the same point ID Sort Type Time Lists are sorted by time of entry PtiD Lists are sorted by Point IDs Sort Order Descending Lis
10. Rer 56 AdJUS MEN d ases Eres ratio cqo Scbo retuli 117 Reference L Ne quss scuto as EE 48 Local resectlon ico eee t ceres 40 Reference Plane cecccccccccceccccuccccccececccccccecccceccees 60 HOCK ER DIE uui eres rete desto ete etna 105 Remote Height eer eer 66 LOCK with BIN eiie ieeccis ta to xn ne reu ae cen edd 92 ROAD Ds deer oven ect er eR RES 70 Roda 3D x reete ente aee tei usse exi dorso d sete 72 M Station Setup sssssseeeee 39 Main M NU EE 21 SE 45 Maintenance end date EE 103 RE EE 84 MANA EE denges ee a deg ee Ze ged edi aye 107 Programs Getting Started sse 36 Manual validity Of esssssseeeene 2 Pre settings for programs nussen 37 Measurement data cccceeeeeeeeeeeeeeeeeeeeeeeeeeeees 107 Set accuracy mt 4O Mechanical adjustment E 116 Set JOD 5i uit totae e ea ted she 37 Memory statistics management of 102 Set Tolerances cocto eee eec es EE 85 Men tree cete tree ek e edd y E A ee 147 Station Setup usd seas iei eastern 38 Minimum reading setting of 26 Projection scale setting Of ccccecccccecseceeeeees 33 N PUK code Use OT osito Pes Re deren mente de na 105 Navigation key essesssssssseeneene 11 Q Non Prism measurements EE 22 Q COdG es st nete ER aen ten 100 Non Prism Prism Toggle eseceeeeeeeeeeeeeeeaees 92 TS06 09 plus Index 152 Quadruple axis compensation 138 Station Setup program
11. Avoid interrupting the measuring beam while taking Non Prism measurements or measurements using reflective foils Do not measure with two instruments to the same target simultaneously TS06 09 plus Operation 22 Prism measure e ments e Accurate measurements to prisms should be made in Prism standard mode Measurements to strongly reflecting targets such as traffic lights in Prism mode without a prism should be avoided The measured distances may be wrong or inac curate When a distance measurement is triggered the EDM measures to the object which is in the beam path at that moment If for example people cars animals or swaying branches cross the laser beam while a measurement is being taken a frac tion of the laser beam is reflected from these objects and may lead to incorrect distance values Measurements to prisms are only critical if an object crosses the measuring beam at a distance of 0 to 30 m and the distance to be measured is more than 300 m In practice because the measuring time is very short the user can always find a way of avoiding unwanted objects from interfering in the beam path WARNING Due to laser safety regulations and measuring accuracy using the Long Range Reflec torless EDM is only allowed to prisms that are more than 1000 m 3300 ft away Red laser to prism e P Long 24 0 km mode enables distance measurements of over 4 0 km to standard prisms using the visible red laser beam R
12. Keyboard model may vary depending on instrument Stylus a b c d e Bluetooth antenna Compartment lid USB memory stick cap storage USB host port USB device port TS06 09 plus Description of the System 10 User Interface 2 1 Keyboard Keyboard Color amp Touch keyboard Alphanumeric keyboard al Fixed keys b Navigation key c ENTER key d ESC key e Function keys F1 to F4 f Alphanumeric keypad g Stylus Keys Key Description B amp W CST B Ej Page key Displays the next screen when several screens are ilabl Tab on available screen ENG x FNC Favourites key Quick access to measurement supporting e functions D User key 1 Programmable with a function from the Favour o ites menu User key 2 Programmable with a function from the Favour ites menu e Navigation key Controls the focus bar within the screen and e geo the entry bar within a field e ENTER key Confirms an entry and continues to the next field When this key is pressed for three seconds the instrument turns off ESC key Quits a screen or edit mode without saving changes O Returns to next higher level CO CO CO o0 Function keys that are assigned the variable functions Co o o displayed at the bottom of the screen ORORO 000 Alphanumeric keypad for entry of text and numerical values 660 000 OOS 060 060 660
13. Log file via Format manager of FlexOffice Road 3D has the following subprograms Subprogram Check e Subprogram Check Slope e Subprogram Stake Subprogram Stake Slope The program can be trialled 15 times After 15 trials itis necessary to enter the licence code Create or upload road alignments Select horizontal and or vertical alignment files Define stake check slope parameter Select one of the Road 3D subprograms IM UJ NJ L3 Thealignment file data has to be in the same data structure as FlexOffice Road Line Editor These gsi files have unique identifiers for each element which are used by the program The alignments must be continuous because geometrical gaps and chainage equa tions are not supported The file name for the horizontal alignment file must have the prefix ALN for example ALN HZ Axis O1 gsi The file name for the vertical alignment files must have the prefix PRF for example PRF VT Axis O1 gsi File names can be 16 charac ters long The uploaded or created road alignments are permanent and stored even if the program is closed Roadalignments can be deleted onboard or via FlexOffice Data Exchange Manager e Road alignments cannot be edited onboard This needs to be done via FlexOffice Road Line Editor TS06 09 plus Programs 72 6 13 2 Basic Terms Elements of a road project Horizontal zeom etry elements Road projects consist in general of a horizonta
14. offset left AH Aln Height difference to the alignment The vertical offset between defined height at the current chainage and the measured position excluding the defined height difference Aln Slope distance from the measured point to the alignment Either press Meas to measure and record e Or press ESC to return to the Define Stake Check Slope values screen Or continue selecting ESC to exit the application TS06 09 plus Programs 83 6 14 Traverse 6 14 1 Overview cg The program Traverse can be trialled 15 times After 15 trials it is necessary to enter Description 2D Helmert trans formation Compass rule Transit rule Traverse step by step Traverse options a licence code Traverse is a program used to establish control networks whereby other survey oper ations such as topographic surveys or point stake outs can be completed The Traverse methods include 2D Helmert transformation compass rule and transit rule A Helmert transformation is calculated based on two control points These must be the start point and the end or closing station Shift rotation and scale factor will be computed and applied to the traverse Starting a traverse without an initial backsight measurement will automatically result in a Helmert transformation The coordinate misclosure will be distributed with respect to the lensth of the traverse legs The compass rule assumes that the bigge
15. 4 for Black amp White display and to page Code for Color amp Touch display Or select m Programs from the Main Menu select k Survey and press 4 Code or change to page 4 4 for Black amp White display and to page Code for Color amp Touch display Or press the FNC Favourites key when within any program and select ER Coding Coding geg Store Code 1 Code 2 To record the code immediatelly without Select or enter new code Find New 552 measurement Code i 552 4D AddList Q Code To add the entered code to the codelist Desc ABC Cont Info 1 Ses Info2 To record the code with the next measure Store AddList tont ment Field Description Find New Code name After entry the firmware searches for a matching code name and displays these in the code field If a matching code name does not exist this value becomes the new code name It can be added by pressing AddList Code List of existing code names Q Code Two digit quick code assigned to the code Refer to 8 2 Quick Coding Desc Additional remarks Info 1 to More information lines freely editable Used to describe attributes of Info 8 the code TS06 09 plus Coding 99 Extend edit codes 8 2 To each code a description and a maximum of 8 attributes with up to 16 characters each can be assigned Existing code attributes displayed in fields Info 1 to Info 8 can be overwritten freely wi
16. C be placed on the market and be put into service without restrictions in any EEA Member state Theconformity for countries with other national regulations not covered by the FCC part 15 or European directive 1999 5 EC has to be approved prior to use and oper ation Frequency band 2402 2480 MHz Output power Bluetooth 2 5 mW Antenna Type Mono pole Gain 2 dBi Range Aproximatelly 150 m 1000 m when using TCPS29 No obstacles few vehicles or sources of radio emissions interference in the near vicinity of the instrument no rain TS06 09 plus Technical Data 137 14 6 General Technical Data of the Instrument Telescope Magnification 30 x Free Objective aperture 40 mm Compensation Level Control unit Instrument Ports Instrument dimen sions Focusing Field of view 1 7 m 5 6 ft to infinity 1 30 1 66 gon 2 7 mat 100m Quadruple axis compensation 2 axis compensator with Hz collimation and V Index Angular accuracy Setting accuracy Setting range mgon MN gon 1 0 5 0 2 4 0 07 2 0 5 0 2 4 0 07 3 1 0 3 4 0 07 5 1 5 0 5 4 0 07 7 2 0 7 4 0 07 Circular level sensitivity 6 2 mm Electronic level resolution 2 B amp W display 288 x 160 pixels LCD backlit 8 lines with 31 characters each heatable temp lt 5 C amp T display 320 x 240 pixels QVGA LCD backlit 9 lines with 31 characters each keyboard i
17. Ce For checking the horizontal aim the difference in Hz and V are displayed 5 Press Store to measure to the target point cg The old and new calculated values are displayed 6 Either Press More to measure another set to the same target point The final adjustment values will be the calculated average from all the measure ments Press Cont to save the new adjustment data or Press ESC to exit without saving the new adjustment data The same messages or warning as in 11 3 Adjusting Line of Sight and Vertical Index Error may appear TS06 09 plus Check amp Adjust 120 11 6 Adjusting the Circular Level of the Instrument and Tribrach Adjust the circular level step by step L Place and secure the tribrach onto the tripod and then secure the instrument onto the tribrach 2 Using the tribrach footscrews level the instrument with the electronic level To activate the electronic level turn on the instrument and if tilt correction is set to On the Level amp Plummet screen appears automatically Alternatively press the FNC Favourites key from within any program and select Level 3 The bubbles of the instrument and tribrach levels must be centred If one or both circular levels are not centred adjust as follows Instrument If the bubble extends beyond the circle use the Allen key supplied to centre it with the adjustment screws Tribrach If the bubble extends beyond the circle adjust i
18. Center Pt Radius 8 089 m Arc Length 1 21 922 m Arc Length 2 28 902 m New Arc Cont Ce Incertain cases there are two mathematical solutions as shown in the screen shot In the subprograms Measure and Stakeout the appropriate solution can be selected Next step Select Cont and then Meas Pt or Stake to proceed to a subprogram 6 6 3 Measure Line amp Offset Description The Measure Line amp Offset subprogram calculates from measurements or coordinates longitudinal and orthogonal offsets and height differences of the target point relative to the reference arc Example reference arc measure line amp offset PO Instrument station Pl Start point P2 End point P3 Measured point P4 Reference point dl1 A Offset d2 A Line Access Press Meas from the Reference Arc Info screen Measure Line amp Offset Next step Field Description AL Calculated distance longitudinal to the reference arc AO Calculated distance perpendicular from the reference arc AH Calculated height difference relative to the start point of reference arc Either press Meas to measure and record Or press Back to return to the Reference Arc Info screen TS06 09 plus Programs 57 6 6 4 Stakeout Description Stake out point Stake out arc Stake out chord Stake out angle Access The Stakeout subapplication calculates the difference between a measured p
19. Code again to end quick coding The following are important messages or warnings that may appear Messages Description Cannot edit attribute Attribute with fixed status cannot be changed No codelist available No codelist in memory Manual input for code and attributes are called automatically Code not found No code is assigned to the entered number Codelists can be easily created and uploaded to the instrument using the supplied FlexOffice software TS06 09 plus Coding 100 Tools Adjust Description Access Adjustment options 9 2 The Adjustments Menu contains tools to be used for the electronic adjustment of the instrument and for setting adjustment reminders Using these tools helps to maintain the measuring accuracy of the instrument 1 Select as Tools from the Main Menu 2 Select 6 Adjust from the Tools Menu 3 Select an Adjustment option from the Adjustments screen In the Adjustments screen there are several adjustment options Menu selection Description Hz Collimation Refer to 11 3 Adjusting Line of Sight and Vertical Index Error Vertical Index Refer to 11 3 Adjusting Line of Sight and Vertical Index Error Compensator Refer to 11 4 Adjusting the Compensator Index Tilting Axis Refer to 11 5 Adjusting the Tilting Axis Error View Current Displays the current adjustment values that have been set for Hz Adj D
20. Define Stake Check SLope 9 Stake Local To start the subprogram Stake Offs Left 0 250 mi Check Offs Right 1 250 m Ht Diff 1 000 m To start the subprogram Check Def Chain 10 000 m Stk Sip EE 40 000 in To start the subprogram Stake Slope Manual Ht 10 000 m 4 Ch Sip Stake Check Stk Slp 4 To start the subprogram Check Slope Field Description Offs Left Horizontal offset to the left of the horizontal alignment Offs Right Horizontal offset to the right of the horizontal alignment Ht Diff Vertical offset either up or down from the horizontal alignment Def Chain Defined chainage for stake out Increment Value by which the defined chainage can be incremented or decre mented in subprograms Stake and Stake Slope Height Manual Height reference for height calculations If enabled this Height height is used for all subprograms Use Design The height reference for height calculations is the Hgt selected vertical alignment file Manual Ht Height to be used for Manual Height Next step Select a softkey option Stake Check Stk Sip or 4 Ch Slp to proceed to a subpro gram TS06 09 plus Programs 77 6 13 4 Stake Description Access Stakeout Next step The subprogram Stake is used to stake out points relative to an existing alignment The height difference is relative to a vertical alignment or manually entered height PO Instrument st
21. Distance from the reference line start point to the beginning grid start point Increment Length of incrementation Offset Offset distance from the reference line Next step Press Cont to proceed to the Reference Grid Stakeout screen TS06 09 plus Programs 52 Reference Grid The signs for the distance and angle differences are correction values required minus Stakeout actual The arrows indicate the direction to move to get to the stake out point Reference Grid Stakeout 5 A Meas Dist Store EDM Field Description Chn The chainage of the grid stakeout point Offs Offset increment values The stake out point is to the right of the refer ence line AHz Horizontal direction from the measured point to stake out point Posi tive if the telescope must be turned clockwise to the stake out point AA Horizontal distance from the measured point to stake out point Posi tive if the stake out point is further away than the measured point A ual Height difference from the measured point to the stake out point Posi tive if the stake out point is higher than the measured point Line Grid increment values The stake out point is in the direction from the first to the second reference point AL Longitudinal distance from the measured point to the stake out point Positive if stake out point is further away than the measured point AO Perpendicular distance from the measured poi
22. Ham vertical angle ok e Hz Horizontal direction AR bh _ CES HK Horizontal circle d 2 With coded circular division for reading the hori SA zontal angle Plumb line compensator Direction of gravity The compensator defines the plumb line within the instrument Standing axis incli nation Angle between plumb line and standing axis Standing axis tilt is not an instrument error and is not eliminated by measuring in both faces Any possible influence it may have on the horizontal direction or vertical angle is eliminated by the dual axis compensator Zenith b Point on the plumb line above the observer Reticle Glass plate within the telescope with reticle rom Line of sight error horizontal collima tion The line of sight error c is the deviation from the perpendicular between the tilting axis and line of sight This could be eliminated by measuring in both faces Vertical index error Y With a horizontal line of sight the vertical circle reading should be e exactly 90 100 gon The deviation from this value is termed the Vertical index error i TS06 09 plus Glossary 145 Tilting axis error The tilting axis error is the deviation within the horizontal rotation axis between measurements in both faces Explanation of displayed data a Indicated meteorological corrected slope distance between instrument tilting axis and center of
23. OT i diserte better ede eddie 26 Bluetooth PIN eeesseeeeeennen 114 Setting of choice 2 2 cee ceeceeeeeeeeeeeeeeteeeeeeeeenae ees 26 Instrument PIN minre 105 Upload language sese 106 Plumb ING s 2 she eo fot tet ne tette tetur 145 Laser Point Search i n cere rer eee een aden cath nsa ra 15 amp lasSITICatlOD cui ge Sen gei de ed suede ore ed n oobi 128 Points kaser plummet eege ed 18 Multiple points with same ID 28 Adjust intensity eisor auaa n iE aN ii 19 Ports Inspect 122 Communication parameters KEE Be Slag 3 Oe 3G Safety directions sseseseseseeeesess 130 instr rient pOrtS su nct acts et ind 138 Technical data eee 139 ppm Bandiera eus e tke Laer Le ebrei 33 Laser pointer PPM Setting Of zer etim pcne 33 ens EE 92 Pressure unit setting of seeseess 27 SOLAS OF i e RR RR ER 32 Prism LaSetrpt 4 ertet oe Ue dei aeta du 92 Absolute constant cececccccccccccecccccccccccccccceecececces 32 level ocn foren e ui De erem D dee OnE 138 Tee 12 Level amp Plummet screen access ird ns 92 Leica EEN 32 Licence keys entry of 104 tee 31 Li lon battery Prism measurements seseee 23 Storage ee eg re EE 123 Programs Blue NEE 125 Area and DIM Volume eee 63 Line extension COGO application 69 2610 6 RNV eebe 67 Line of sight Seege 145 Heterence rc
24. PO Instrument station Pl Current position P2 Point to be staked a A Difference in horizontal distance W b AHz Difference in direction le PO c A ai Difference in height Orthogonal to Station Stakeout mode PO Instrument station Pl Current position P2 Point to be staked dl ALength Difference in longitudinal distance d2 ATrav Difference in perpendicular distance d3 AHeight Difference in height PO Instrument station Pl Current position P2 Point to be staked AEast Difference in Easting coordinate b X ANorth Difference in Northing coordinate PO c AHeight Difference in height DI Access m Select Programs from the Main Menu 2 Select P Stakeout from the Programs Menu P4 3 Complete program pre settings Refer to 5 Programs Getting Started TS06 09 plus Programs 46 Stakeout Settings Field Description Pre Suffix Cg Only used for the Stakeout program Prefix Adds the character entered for Identifier in front of the original point number of the point to be staked Suffix Adds the character entered for Identifier at the end of the original point number of the point to be staked Off The staked point is stored with the same point number as the point to be staked Identifier Ee Only used for the Stakeout program The identifier can be up to four characters and is added at the start or end of a point number of a point to be staked Stakeout Beep On The inst
25. Settings Access Screen amp Audio Settings l Select Settings from the Main Menu 2 Select of Screen from the Settings Menu 3 Press 8 to scroll through the screens of available settings Field Description Display Ill Off to 100 Sets the display illumination in 20 steps Keyb Ill Available for Color amp Touch display only On The keyboard illumination is activated Off The keyboard illumination is deactivated Reticle Ill Off to 100 Sets the reticle illumination in 10 steps Touch Screen Available for Color amp Touch display only On The touch screen is activated Off The touch screen is deactivated cg Press Calib to calibrate the touch screen Follow the instructions on the screen Displ Heater Available for Black amp White display only On The display heater is activated Off The display heater is deactivated cg The display heater is automatically activated when the display illumi nation is on and the instrument temperature is 5 C Contrast 096 to 10096 Available for Black amp White display only Sets the display contrast in 10 steps Auto Off Enable The instrument switches off after 20 minutes without any activity for example no key pressed or vertical and horizontal angle deviation is lt 3 Disable Automatic switch off is deactivated Cg Battery discharges quicker Screensaver after 1 min The screensaver is activated and starts after the a
26. TP3 l l zi iTPl Topographic points C3 Start a traverse with a known backsight Start on a known point with an initial measurement to a known backsight e Stop on a known point and optionally measure to a known closing point C1 C2 Control points C4 C5 Control points C3 Check point P1 P3 Traverse points TP1 TP3 Topographic points N North direction Start a traverse with a known azimuth Start on a known point aim to any direction e g a tower and define this direc tion as the reference This method is often used to define a O direction Stop end the traverse either on a known point or a traverse point and then measure to a known closing point or leave the traverse open Refer to 6 14 5 Closing a Traverse If using the current system azimuth for example from the Stn Setup program then simply confirm the suggested Hz value in the Set Horizontal Angle screen Field Description BS ID Point ID of the backsight point Remark Description of the backsight point Stat ID Name of the station Next step Depending on the traverse method configured after the measurement either the Sight Backsight screen stays active for measuring the backsight point in a second face or the Sight Foresight screen appears for measuring the foresight point TS06 09 plus Programs 86 Measure traverse Sight Foresight Interrupt a set Continue with Repetitive loop for the numbe
27. a single discharging and charging cycle when the battery capacity indicated on the charger or on a Leica Geosystems product deviates significantly form the actual battery capacity available TS06 09 plus Operation 19 Change the battery step by step Open the battery compartment 1 and remove the battery holder 2 Remove the battery from the battery holder 3 Insert the new battery into the battery holder 4 ensuring that the contacts are facing outward The battery should click into position Insert the battery holder back into the battery compartment 5 and turn the knob to lock the battery holder in place 6 cg The polarity of the battery is displayed inside the battery housing 3 3 Data Storage Description An internal memory is included in all instruments The FlexField plus firmware stores all data in jobs in a database in the internal memory Data can then be transferred to a computer or other device for post processing via a LEMO cable connected to the serial interface RS232 port For instruments fitted with a Communication side cover data can also be transferred from the internal memory to a computer or other device via a USB memory stick inserted into the USB host port aUSB cable connected to the USB device port or via a Bluetooth connection Refer to 10 Data Management for further information on data management and data transfer TS06 09
28. accept any interference received including ITE Accessory interference that may cause undesired operation E179078 70YL GEB 002 TS06 09 plus Safety Directions 133 14 Technical Data 14 1 Angle Measurement Accuracy Available Standard deviation Display resolution angular accu Hz V ISO 17123 3 racies mgon mgon mil 1 0 3 0 1 0 0001 0 1 0 01 2 0 6 0 1 0 0001 0 1 0 01 3 1 0 0 1 0 0001 0 1 0 01 5 1 5 0 1 0 0001 0 1 0 01 7 2 0 1 0 0001 0 1 0 01 Characteristics Absolute continuous diametric Updates each 0 1 to 0 3 s 14 2 Distance Measurement with Reflectors Range Reflector Range A Range B Range C m ft m ft m ft Standard prism GPRI 1800 6000 3000 10000 3500 12000 3 prisms GPR1 2300 7500 4500 14700 5400 17700 360 prism GRZ4 GRZ122 800 2600 1500 5000 2000 7000 Reflector tape 150 500 250 800 250 800 60 mm x 60 mm Mini prism GMP101 800 2600 1200 4000 2000 7000 360 Mini prism GRZ101 450 1500 800 2600 1000 3300 Shortest measuring distance 1 5 m Atmospheric condi tions Accuracy Characteristics Range A Range B shimmer Range C Overcast no haze visibility about 40 km no heat shimmer Strong haze visibility 5 km or strong sunlight severe heat shimmer Light haze visibility about 20 km or moderate sunlight slight heat Accuracy
29. amp Touch display Next step Select a softkey option Meas Pt Stake Grid or 4 Segment to proceed to a subpro gram Measure Line amp Offset Description Example of height difference relative to first reference point Access Measure line amp offset Next step The Measure Line amp Offset subprogram calculates from measurements or coordinates longitudinal offsets parallel offsets and height differences of the target point relative to the reference line PO Instrument station Pl Start point P2 End point P3 Measured point P4 Reference point dl A Offset d2 ALine Pl Start point P2 Target point P3 Target point a Reference height d2 i dl Height difference between start point and the reference height d2 Height difference between P2 and the reference height d3 Height difference between P3 and the reference height Press Meas in the Reference Line Info screen Field Description AL Calculated distance longitudinal to the reference line AO Calculated distance perpendicular from the reference line AH Calculated height difference relative to the defined reference height Either press Meas to measure and record Or press Back to return to the Reference Line Info screen TS06 09 plus Programs 50 6 5 5 Stakeout Description Access Orthogonal stakeout Reference Line Stakeout Next step The stak
30. can be downloaded from the Leica Geosystems home page at http www leica geosystems com treatment or received from your Leica Geosystems dealer Only Leica Geosystems authorised service workshops are entitled to repair these prod ucts TS06 09 plus Safety Directions 127 13 6 Laser Classification 13 6 1 General General The following chapters provide instructions and training information about laser safety according to international standard IEC 60825 1 2007 03 and technical report IEC TR 60825 14 2004 02 The information enables the person responsible for the product and the person who actually uses the equipment to anticipate and avoid operational hazards Cg According to IEC TR 60825 14 2004 02 products classified as laser class 1 class 2 and class 3R do not require laser safety officer involvement protective clothes and eyewear special warning signs in the laser working area if used and operated as defined in this User Mnual due to the low eye hazard level cg National laws and local regulations could impose more stringent instructions for the safe use of lasers than IEC 60825 1 2007 03 and IEC TR 60825 14 2004 02 13 6 2 Distancer Measurements with Reflectors General The EDM module built into the product produces a visible laser beam which emerges from the telescope objective The laser product described in this section is classified as laser class 1 in accordance
31. clockwise direction measurement Counter clockwise directions are displayed but are saved as clockwise directions V Setting Zenith Horizon Slope Sets the vertical angle s Zenith 0 Horizon 90 Zenith 90 Horizon 0 Vertical angles are positive above the horizon and negative below it 45 100 Horizon 0 Vertical angles are expressed in with positive above the horizon and nega tive below it cg The 96 value increases rapidly 96 appears on the display above 30096 TS06 09 plus Settings 25 Field Description V After DIST Sets if the vertical angle value recorded is the value that is displayed when Dist or when Store is pressed The vertical angle field in a measurement screen always shows the running angle regardless of this setting Hold The vertical angle value that is recorded is the value that was in the vertical angle field at the time Dist Was pressed Running The vertical angle value that is recorded is the value in the vertical angle field at the time Store is pressed cg This setting is not applicable for the program Tie Distance or the favourites Hidden Pointand Height Transfer For these the vertical angle is always running and the value recorded is the value when Store is pressed Language Sets the chosen language Several languages can be uploaded onto the instrument The current loaded langu
32. eye exposure Class 3R Laser Product according to IEC 60825 1 2007 03 Po 5 00 mW 4 650 690 nm a Laser beam 13 6 4 Electronic Guide Light EGL General The Electronic Guide Light built into the product produces a visible LED beam which emerges from the front side of the telescope Ce The product described in this section is excluded from the scope of IEC 60825 1 2007 03 Safety of laser products The product described in this section is classified as exempt group in accord ance with IEC 62471 2006 07 and does not pose any hazard provided that the product is used and maintained in accordance with this user manual a LED beam red b LED beam yellow 13 6 5 Laser Plummet General The laser plummet built into the product produces a visible red laser beam which emerges from the bottom of the product The laser product described in this section is classified as laser class 2 in accordance with EC 60825 1 2007 03 Safety of laser products EN 60825 1 2007 10 Safety of laser products These products are safe for momentary exposures but can be hazardous for deliberate staring into the beam The beam may cause dazzle flash blindness and after images particularly under low ambient light conditions Description Value Maximum average radiant power 0 95 mW Pulse duration C W Pulse repetition frequency C W Wavelength 635 nm TS06 09 plus Safety D
33. modes Refer to 4 5 EDM Sure Settings Available for instrument with non prism mode y L Activates deactivates the visible laser beam for illuminating the x Laserpt target point Available for instrument with non prism mode Refer to 7 5 EDM Tracking e EDM Track efer to 7 5 racking To view EDM Signal reflection value R Sig Retl S Height Transfer Refer to 6 2 Station Setup H Trans S p Refer to 7 3 Hidden Point Hidden Pt G Refer to 7 4 Check Tie Y CheckTie Y Refer to 7 6 Backsight Check D I BS Check s To turn the keyboard illumination on off Available for Mumin Color amp Touch display T Touch To deactivate activate the touch screen Available for ECTS Color amp Touch display Distance Unit Sets the distance measurement unit Available for the user keys Angular Unit Sets the angle measurement unit Available for the user keys TS06 09 plus Favourites 92 7 2 Target Offset 7 2 1 Overview Description This favourite calculates the target point coordinates if it is not possible to set up the reflector or to aim at the target point directly The offset values length trav and or height offset can be entered The values for the angles and distances are calculated to determine the target point PO Instrument station P1 Measured point P2 Calculated offset point dl Length offset positive dl Length offset negative d2 Trav offset positive d2 Trav offset negative A
34. not supported by XML When exporting XML data meas urements using this unit are converted to dec deg The distance unit ft in 16 is not supported by XML When exporting XML data measurements using this unit are converted to feet Points with Height coordinates only are not supported by XML These points are given the E and N values of O Access 1 Select Dr Transfer from the Main Menu 2 Select aT Export TS06 09 plus Data Management 108 Export EE N Select To Esra Search Data Type Measurements 4D To search for jobs or formats Job Single Job 4lP within the internal memory Select Job HESE List To list all jobs or formats within Back Search List Cont the internal memory Field Description To USB memory stick or RS232 serial interface Data Type Data type to be transferred To USB memory stick or RS232 serial interface Measurements Fixpoints Meas amp Fixpoints Only to USB memory stick Road Data Code Format Configuration Backup Job Select whether to export all job related data or a single job data file Select Job Displays the selected job or road alignment file Format If Data Type Format Select whether to export all formats or a single format Format Name If Format Single Format Name of the format to be transferred Export data step 1 Press Cont in the Export screen after selecting the export details by step 2 If expo
35. of hidden point rod Dist R1 R2 Spacing between the centres of the prisms R1 and R2 Meas Tol Limit for the difference between the given and measured spacing of the prisms If the tolerance value is exceeded a warning is issued Next step In the Hidden Point screen measure to the first and second prisms using Meas and the Hidden Point Result screen is displayed Displays Easting Northing and Height coordinates of the hidden point Hidden Point Result IR Result de mees Finish East 22 741 m To record results and return to program North 11 493 m where the FNC Favourites key was Height 27 885 m selected New Finish New To return to the Hidden Point screen TS06 09 plus Favourites 96 7 4 Check Tie Description This favourite calculates and displays the slope and horizontal distance height differ ence azimuth grade and coordinate differences between the last two measured points Valid distance measurements are required for the calculation Azimuth Slope distance Height distance 44 Horizontal distance PO Instrument station P1 First point P2 Second point hhh Access 1 Press the FNC Favourites key when within any program 2 Select o CheckTie from the Favourites Menu D Pheer ie Field Description Bearing Difference in bearing between the two points Grade Difference in gradient between the t
36. plus Operation 20 3 4 Main Menu Description L Main Menu The Main Menu is the starting place for accessing all functionality of the instrument It is displayed immediately after the Level amp Plummet screen after switching on the instrument If desired the instrument can be configured to start in a user defined place after the Level Plummet screen instead of the Main Menu Refer to 9 2 Startup Sequence Leica FlexField plus EA es e Q Survey Programs Manage 4 5 os 6 I yf o0 d Transfer Settings Tools Description of the Main Menu functions Function Description it Greg SE program to begin measuring immediately Refer to 3 5 Survey Program Q Survey EDS eu To select and start programs Refer to 6 Programs Programs E To manage jobs data codelists formats system memory and USB memory stick files Refer to 10 Data Management Manage pr To export and import data Refer to 10 2 Exporting Data Transfer P To change EDM configurations communication parameters and general o instrument settings Refer to 4 Settings Settings d To access instrument related tools such as check and adjust personal Tool startup settings PIN code settings licence keys system information ools and firmware upload Refer to 9 Tools TS06 09 plus Operation 21 3 5 Q Survey Program Description After switching on and
37. point are known 1 Input the data for the point 2 Measure to the closing point 3 The results are displayed F3 at Known To close a traverse at a known station only Station Only Use when setup on the closing station and the coordinates for it are known 1 Input the data for the closing station 2 The results are displayed F4 Leave To leave the traverse open There is no last traverse station Open 1 The results are displayed Select an option from the Close Traverse menu to proceed to the Traverse Results screen TS06 09 plus Programs 89 Traverse Results Set Adjustment Parameter Traverse Results EZ Adjust Resulti iResult2 To calculate an adjustment Unavailable eee ID Ka when the traverse is left open ar n End Stn 1 ViewTol No of Stn 3 To view the tolerances for the traverse Total Dist 23 920 m S Shot 1D Accuracy 1 2 5902 2D Accuracy 1 9 9819 To measure a sideshot EndTrav Adjust ViewTol S Shot EndTrav To record the results and end the traverse Field Description Traverse ID Name of the traverse Start Stn Point ID of the start station End Stn Point ID of the end station No of Stn Number of stations in the traverse Total Dist Total distance of the traverse 1D Accuracy Accuracy in 1D mi Length of Traverse Height Misclosure 2D Accuracy Accuracy in 2D mi Length of Traverse Linear Mi
38. refers to measurements to standard reflectors EDM measuring mode Standard deviation Measurement time ISO 17123 4 typical s P Precise 1 5 mm 2 ppm 2 4 P Precise amp Fast 2 mm 2 ppm 1 0 P Tracking 3 mm 2 ppm 0 3 Tape 5 mm 2 ppm 2 4 Beam interruptions severe heat shimmer and moving objects within the beam path can result in deviations of the specified accuracy Principle Type Carrier wave Measuring system Phase measurement Coaxial visible red laser 658 nm System analyser basis 100 MHz 150 MHz TS06 09 plus Technical Data 134 14 3 Distance Measurement without Reflectors Non Prism mode Range Atmospheric condi tions Accuracy Characteristics Laser dot size Power Pinpoint R500 without reflector Kodak Gray Card Range D Range E Range F m ft m ft m ft White side 90 96 reflective 250 820 400 1312 500 1640 Grey side 18 96 reflective 100 330 150 490 250 820 Ultra Pinpoint R1000 without reflector Kodak Gray Card Range D Range E Range F m ft m ft m ft White side 90 96 reflective 800 2630 1000 3280 1000 gt 3280 Grey side 18 reflective 400 1320 500 1640 gt 500 1640 Range of Measurement 1 5 m to 1200 m Range of Measurement FlexPoint 1 5mto 30m Display unambiguous up to 1200m Range D Object in strong sunlight severe he
39. relation to a line TSOK 104 N P2 P4 d2 dl P3 P1 PO Known PO Instrument station P1 Start point P2 End point P3 Offset point Unknown dl A Line d2 A Offset P4 COGO base point Set Point by Distance Use the Set Point by Distance Offset subprogram to calculate the coordinates of a Offset new point in relation to a line from known longitudinal and offset distances te N P2 di d2 a P3 P1 0 Known PO Instrument station Pl Start point P2 End point dl ALine d2 A Offset Unknown P3 COGO point Plane Offset Use the Plane Offset subprogram to calculate the coordinates of a new point and its height and offset in relation to a known plane and offset point Known P1 Point 1 which defines plane P2 Point 2 which defines plane P3 Point 3 which defines plane P4 Offset point Unknown P5 COGO intersection point dl Offset 6 11 5 Line Extension Access Select Line Extension from the COGO Main Menu Line Extension Use the Line Extension subprogram to calculate the extended point from a known base line H Known N Pl Baseline start point P3 Baseline end point AL1 AL2Distance Unknown P2 P4 Extended COGO points TS06 09 plus Programs 69 6 12 Road 2D Description Road 2D is a program used to measure or stake out points relative to a defined element The element can be a line curve or spiral Chainage incremental stake outs and offsets left and right a
40. remote point East Calculated Easting coordinate for the remote point North Calculated Northing coordinate for the remote point AEast Calculated difference in Easting coordinate between the base point and the remote point ANorth Calculated difference in Northing coordinate between the base point and the remote point AHeight Calculated difference in Height between the base point and the remote point Either press Cont to save the measurement and record the calculated coordinates of the remote point Or press Base to enter and measure a new base point Or press ESC to exit the program TS06 09 plus Programs 66 6 11 6 11 1 COGO Starting COGO Description COGO is a program used to perform coordinate geometry calculations such as coor dinates of points bearings between points and distances between points The COGO calculation methods are Inverse and Traverse Offset ntersections Extension Access l Select ra Programs from the Main Menu 2 Select p COGO from the Programs Menu 3 Complete program pre settings Refer to 5 Programs Getting Started 4 Select a COGO subprogram from the COGO Main Menu Graphics In the Results screen press Stake to access the Stakeout graphic Or in the Results screen change to the second page for a simple graphic Refer to 2 7 Graphic Symbols for a description of the graphic symbols 6 11 2 Inverse and Traverse Access Selec
41. setting up correctly the instrument is immediately ready for measuring Access Select it Q Survey from the Main Menu Q Survey Quick Survey 5 D Station Polar 1 Polar 2 Coord Code To enter station data and set the station ES EST 1 4 Set Hz A Senge To set the orientation to a user defined Hz 50 0000 g horizontal direction BB 6667 g 4 Hz Hz et Bo woe Sek To set the horizontal angle reading to the La ENEE m Meas Dist Store 4 left anticlockwise or to the right clock wise 4 Code To find enter codes Refer to 8 1 Coding Available on page 4 4 or Code Or on any page press the FNC Favourites key and select Coding 3 6 Distance Measurements Guidelines for Correct Results Description An EDM is incorporated into the FlexLine plus instruments In all versions the distance Non Prism meas urements can be determined by using a visible red laser beam which emerges coaxially from the telescope objective There are two EDM modes e Prism measurements es Non Prism measurements When a distance measurement is triggered the EDM measures to the object which is in the beam path at that moment If a temporary obstruction for example a passing vehicle heavy rain fog or snow is between the instrument and the point to be measured the EDM may measure to the obstruction Besure that the laser beam is not reflected by anything close to the line of sight for example highly reflective objects
42. stick Access 1 Select as Tools from the Main Menu 2 Select Licence from the Tools Menu Enter Licence Key Field Description Method Method of licence key entry Either Manual Entry or Upload Key File Key Licence key Available when Method Manual Entry Ee Selecting Delete from this screen will delete all firmware licence keys on the instru ment and the firmware maintenance licence When uploading firmware from a USB memory stick the license key file must be stored in the System folder on the USB memory stick TS06 09 plus Tools 104 9 5 Instrument Protection with PIN Description Activate PIN code step by step L Lock instrument step by step Entering the PUK code Deactivate PIN code step by step The instrument can be protected by a Personal Identification Number If PIN protection is activated the instrument will always prompt for a PIN code entry before starting up If a wrong PIN has been entered five times a Personal UnblocKing PUK code is required This can be found on the instrument delivery papers Select d Tools from the Main Menu Select t PIN from the Tools Menu Activate PIN protection by setting Use PIN Code On Enter a personal PIN Code max 6 numerics in the New PIN Code field Accept with Cont Ui I UJ N e Now the instrument is protected against unauthorised use After switching on the instrument PIN code entry is nece
43. used version save the data in the way required and then reload the new firmware TS06 09 plus Data Management 111 Import data step l Press Cont in the Import screen to proceed to the USB memory stick file directory by step 2 Select the file or backup folder on the USB memory stick to be imported and press Cont 3 Fora file Define the Job name for the imported file and if requested the file definition and layers and press Cont to import If a Job with the same name already exists in the internal memory a message will appear with the options to overwrite the existing job attach the new points to the current job or rename the job for the file being imported If new points are attached to the current job and the same point ID already exists the existing point ID will be renamed with a numerical suffix For example PointlD23 will be renamed to PointID23 1 The maximum renamed suffix is 10 e g PointlD23 10 For a backup folder Take note of the warning message displayed and press Cont to proceed and import the folder 4 Define ASCII Import 5 If the file is an ASCII file the Config op Define ASCII Import screen will Delimiter db Unit meteria appear Define the delimiter Start e Line 1 value the units and the data Data Fields PtID 4D fields of the file and press Cont Example PtID E N H View Default Cont 5 A message will display once the file or backup folder has been su
44. user manual of the external device Using FlexOffice Data Exchange Manager data files can be transferred from the instru ment to a local folder via the Bluetooth connection The transfer is made through the serial port configured on the computer as the Bluetooth Serial Port however for faster data transfer speeds we recommend using the USB or RS232 connections For more information about FlexOffice Data Exchange Manager refer to the compre hensive online help For transferring data using other external devices or software programs refer to the user manual of the device or software The FlexLine plus Bluetooth does not establish or manage the data transfer TS06 09 plus Data Management 114 10 6 Working with Leica FlexOffice Description Installation on a computer Le L The program package FlexOffice is used for the data exchange between the instru ment and a computer It contains several auxiliary programs in order to support the instrument The installation program can be found on the DVD ROM supplied Insert the DVD and follow the on screen instructions Please note that FlexOffice can only be installed on computers with MS Windows 2000 XP Vista and Windows 7 operating systems FlexLine plus instruments are supported from FlexOffice v2 2 onwards For more information about FlexOffice refer to the comprehensive online help TS06 09 plus Data Management 115 11 11 1 Check amp
45. with IEC 60825 1 2007 03 Safety of laser products EN 60825 1 2007 10 Safety of laser products These products are safe under reasonably foreseeable conditions of operation and are not harmful to the eyes provided that the products are used and maintained in accord ance with this User Manual Description Value Maximum average radiant power 0 33 mW Pulse duration 800 ps Pulse repetition frequency 100 MHz 150 MHz Wavelensth 650 nm 690 nm Labelling o uu uu Class 1 Laser Product according to ie C IEC 60825 1 2007 03 use yt any including interference that may cause undesired Ition a Laser beam TS06 09 plus Safety Directions 128 13 6 3 Distancer Measurements without Reflectors Non Prism mode General The EDM module built into the product produces a visible laser beam which emerges from the telescope objective The laser product described in this section is classified as laser class 3R in accordance with e IEC 60825 1 2007 03 Safety of laser products EN 60825 1 2007 10 Safety of laser products Direct intrabeam viewing may be hazardous low eye hazard level in particular for deliberate ocular exposure The beam may cause dazzle flash blindness and after images particularly under low ambient light conditions The risk of injury for laser class 3R products is limited because of a unintentional exposure woul
46. x and y can be different in the graphic If the instrument is far off the arc the instrument in the graphic is placed in the corner and marked red grey ES To define the next point to be staked out type in a point ID the reflector height the distance along the arc and an offset Reference Arc Stakeout A A A Dist Store EDM Field Description AHz Horizontal direction from the measured point to the stake out point Posi tive if the telescope must be turned clockwise to the stake out point Aa Horizontal distance from the measured point to the stake out point Posi tive if the stake out point is further away than the measured point A ul Height difference from the measured point to the stake out point Positive if the stake out point is higher than the measured point Either press 4 Meas to measure and record Or press Back to return to the Reference Arc Info screen Or continue selecting ESC to exit the program TS06 09 plus Programs 59 6 7 Reference Plane Description Access Measure plane and target points Reference Plane is a program used to measure points relative to a reference plane It can be used for the following tasks Measuring a point to calculate and store the perpendicular offset to the plane e Calculating the perpendicular distance from the intersection point to the local X and Z axis The intersection point is the footprint point of th
47. 0 Rod Length Some ee EE deen e E santa ee 96 Tilt correction setting eh GE EE Mera ne 24 RS232 Tilting axis description Of ssussususse 146 Communication parameters ssss 34 TME EE 27 ICOM pcm 13 Tools ACJUSEU seene ee bebo sex Abe red bere Ae 101 S lte EE 102 Safety Directioris epe RIP 125 Licence ERN 104 SCREEN entes entere nennen 12 Load Software ocecccccccccccoccccccccccccceccccescececcececs 106 Screensaver settings Of eeeeeeeeeeeeeeeeeeeeeeeeeeeees 29 Touch screen activate deactivate a a 92 Search ioi a t ee TR ee Dis 15 Tracking EDM EE 97 Sector beep setting OF En 30 JESS DONE seri Mo a eeh 123 Serial interface plug connections 35 Traverse SEL JOD EE 37 BEZE 84 Set tolerances EE 85 With known azim th cece Meine Ate 86 settings audio I 29 With known backsight u un 86 settings conTigurgtionof WON cde iienrcdeetiee 4 Without known backsight ecese 86 Settings data niece tte e ERR ger 28 i Trigger key GE SS D sctiptlOn aes iater ei eere eee peace 12 SE di Settlng oT o do UR eure cet Re ae 24 Sep Tripod Eege d SEVICE e oo det n a NU NEP Ne 122 TIDO M cate E e SETUD EE 17 Signal reflection value of EDM sssse 92 Slope elements description of s 76 U Slope grade esa teto aieea aN E ii 81 Units settings of u ne 26 Slope types irei desires emere er dd eed nens 80 Upload DEE 106 Softkeys SA eege COR
48. 4 celina ton d Angle unit setting OF s in 26 DescriptlOD reo eorr tpe inunan 10 Angular unit ssessseeeee en 92 Ere aras SING ee d lee lege VIE 140 EEN Eeer ec Area and DTM Volume program 63 Compensation sseeeeemem e 138 Atmospheric data setting Of 33 Compensator Auto detect icon cececccscsssssssssseseseesecsesssessesseeeeees 13 Index error UE 119 Auto Otf setting Of scri eres 29 COMPENSATOR HERE tee 119 Compensator ICON seseseeem 13 B Configuration setting Of cceeeeeeeeeeeeeeeeeeeeeeees 24 Backeighit E 92 98 Connecting Bluetooth E 114 BaSe 48 Constants prism sss 32 Battery Container contents eessesssseseseeneenenn 9 EEN 20 Contrast setting of sesssssssseeeeee 29 EEGEN Sue 19 Corrections First time use cccccccccceeaesesssesseseseceeeeeeeeeeeenes 19 Atmospheric ENEE 141 col 13 Automatic ENEE 140 Labelling SEENEN 133 Eeer Lal Technical Data oocccooooooooooooooooooooeeeeececececceeeeee 139 Creating a codellst ane d eei 99 Ba dratE tee 34 Cut situation slopes ee 76 81 Beep for stakeout settings of 30 47 Cylindrical Offset sssri riencias 94 Beep setting of sesssssssseeeeeeee 29 D Bluetooth ANTENNE 122122 2 eri ipxcor ER Lo Pe nea Ex Ev ELE ORE Peta 137 Data Communication parameters c sscecssesseesseeeeees 34 StOIdEG uic eee Deiode treu 20 a 114 TNANSTOR wesesssesssinecesenseceisve
49. 6 09 plus Settings 34 Leica standard When Default is selected the communication parameters are reset to the default Leica settings standard settings 115200 Baud 8 Databit No Parity CR LF Endmark 1 Stopbit Interface plug connections a External battery b Not connected inactive c GND d Data reception TH RXD e Data transfer TH TXD TS06 09 plus Settings 35 Programs Getting Started 5 1 Overview Description Programs are predefined programs that cover a wide spectrum of surveying duties and facilitate daily work in the field The following programs are available although program packages for each FlexLine plus instrument may vary from that stated below Program TSO6 plus TSO9 plus Station Setup Survey Stakeout Reference Line Reference Arc Reference Plane Tie Distance COGO Area amp DTM Volume Remote Height A SENN NEN SN NNN Road 2D Road 3D Optional S SISISISISISISISISISISIS Traverse Optional Cg Only softkeys unique to the programs are explained in the program chapters Refer to 2 4 Softkeys for descriptions of the common softkeys TS06 09 plus Programs Getting Started 36 5 2 Starting a Program Access Pre settings screens 5 3 L Select ta Programs from the Main Menu 2 Press to move through the screens of available programs 3 Press the number of the p
50. A 5 0c Po 0 C ei 2o 10 C es 10 C Ze BC s 20 C kiA 20 C 550mb 600 650 700 750 800 850 900 950 1000 1050mb maoa 9000 m 4500 4000 3500 3000 2500 2000 1500 1000 500 Dm TS06 09 plus Technical Data 141 Atmospheric correc Atmospheric corrections in ppm with temperature F air pressure inch Hg and tion F height ft at 60 relative humidity 16 17 18 19 20 21 130 F y 120 F K Ze 110 F S 100 F 90 F 80 F 70 F 60 F 50 F 40 F 30 F 20 F 10 F OF 10 F 20 F D dO DH tt SP SoS OT PTD 15 109 D Ei S d ESF SF SF SS FS P SS SS S WE FTE COS S S S RS 22 23 24 25 26 27 28 29 30 31 32inch Hg 130 F 120 F 110 F 100 F 90 F 80 F 70 F 60 F 50 F 40 F 30 F 20 F 10 F OF 10 F 20 F T 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32inch Hg TS06 09 plus Technical Data 142 14 8 Reduction Formulas Formulas Mean Sea Level Instrument Reflector Slope distance Horizontal distance Height difference kb The instrument calculates the slope distance horizontal distance and height differ ence in accordance with the following formulas Earth curvature 1 R and mean refraction coefficient k 2 0 13 are automatically taken into account when calculating the horizontal distance and hei
51. Adjust Overview Description Electronic adjust ment L Mechanical adjust ment Leica Geosystems instruments are manufactured assembled and adjusted to the best possible quality Quick temperature changes shock or stress can cause deviations and decrease the instrument accuracy It is therefore recommended to check and adjust the instrument from time to time This check and adjust can be done in the field by running through specific measurement procedures The procedures are guided and must be followed carefully and precisely as described in the following chapters Some other instrument errors and mechanical parts can be adjusted mechanically The following instrument errors can be checked and adjusted electronically Horizontal collimation error also called line of sight error Vertical index error and simultaneously the electronic level Compensator longitudinal and transversal index errors Tilting axis error For determining these errors it is necessary to measure in both faces but the proce dure can be started in any face The following instrument parts can be adjusted mechanically Circular level on the instrument and tribrach Laser plummet e Screws on the tripod cg During the manufacturing process the instrument errors are carefully determined and set to zero As mentioned these errors can change and it is highly recommended to redetermine them in the
52. Adjusting the Circular Level of the Instrument and Tribrach 121 11 7 Inspecting the Laser Plummet of the Instrument 122 11 8 Servicing the Tripod 122 12 Care and Transport 123 12 1 Care 123 12 2 Transport 123 12 3 Storage 123 12 4 Cleaning and Drying 124 13 Safety Directions 125 13 1 General 125 13 2 Definition of Use 125 13 3 Limits of Use 125 13 4 Responsibilities 126 13 5 Hazards of Use 126 13 6 Laser Classification 128 13 6 1 General 128 13 6 2 Distancer Measurements with Reflectors 128 13 6 3 Distancer Measurements without Reflectors Non Prism mode 129 13 6 4 Electronic Guide Light EGL 130 13 6 5 Laser Plummet 130 13 7 Electromagnetic Compatibility EMC 131 13 8 FCC Statement Applicable in U S 133 l4 Technical Data 134 14 1 Angle Measurement 134 14 2 Distance Measurement with Reflectors 134 14 3 Distance Measurement without Reflectors Non Prism mode 135 14 4 Distance Measurement Reflector 4 0 km 136 14 5 Conformity to National Regulations 136 14 5 1 Products without Communication side cover 136 14 5 2 Products with Communication side cover 137 14 6 General Technical Data of the Instrument 138 14 7 Scale Correction 141 14 8 Reduction Formulas 143 15 Software Licence Agreement 144 16 Glossary 145 TS06 09 plus Table of Contents 6 Appendix A Menu Tree 147 Appendix B Directory Structure 149 Index 150 TS06 09 plus Table of Contents 7 1 Description of the System 1 1 System Components
53. Displ Heater Touch Screen Auto Off Screensaver Beep Sector Beep Stakeout Beep EDM EDM Mode Prism Type Leica Const Abs Const Laser Point Guide Light Interface Port Bluetooth Baud rate Data bits Parity Endmark Stop bits 1 Acknowlge Tools Adjust F1 Hz Collimation F2 Vertical Index F3 Compensator Index F4 Tilt Axis F1 View Adjustment Data F2 Adjustment Reminder Startup Info TS06 09 plus Menu Tree 147 Instr Type Serial No Equip No NP Type Instr Temp Battery Instr Firm ware Build Number Active Language EDM Firmware Oper System Job Stations Fixpoints Meas Records Occupied Memory Maint End Date Next Service Date Licence PIN Use PIN Code New PIN Code Load FW F1 Firmware EDM FW Logo F2 Language s only Valid for Black amp White displays only Valid for Color amp Touch displays only TS06 09 plus Menu Tree 148 Appendix BDirectory Structure Description On the USB memory stick files are stored in certain directories The following diagram is the default directory structure Directory Structure CODES e Codelists cls FORMATS Format files frt JOBS e GSI DXF ASCII and LandXML files Logfiles created from programs SYSTEM e Firmware files FlexField fw and FlexField_EDM fw e Language files FlexField Lang o fw e Licen
54. Importing Data Description Importable data formats Access Import For instruments fitted with a Communication side cover data can be imported to the internal memory of the instrument via a USB memory stick When importing data the instrument automatically stores the file in a directory folder based on the file extension The following data formats can be imported Data Type File extension Recognised as GSI gsi gsi road Fixpoints DXF dxf Fixpoints LandXML xml Fixpoints ASCII any ASCII file extension e g txt Fixpoints Format frt Format file Codelist Ch Codelist file Configuration cfg Configuration file Backup db Backup of fixpoints measurements and configuration 1 Select gr Transfer from the Main Menu 2 Select Import Select From USB Stick TO Instrument File Single Fileki Back Cont Field Description From USB Stick To Instrument File Import a single file or a backup folder mporting a backup folder will overwrite the existing configuration file and code lists on the instrument and all existing formats and jobs will be deleted Abackup can only be imported if the instrument database structure was not changed by a firmware update If the instrument firmware was updated it can happen that a backup created before the update cannot be imported In this case downgrade the firmware to the previous
55. Leica FlexLine plus User Manual Version 1 0 English when it has to be Introduction Purchase AW Product identifica tion Symbols Trademarks Validity of this manual Congratulations on the purchase of a FlexLine plus instrument This manual contains important safety directions as well as instructions for setting up the product and operating it Refer to 13 Safety Directions for further information Read carefully through the User Manual before you switch on the product The model and serial number of your product are indicated on the type plate Enter the model and serial number in your manual and always refer to this information when you need to contact your agency or Leica Geosystems authorised service work shop Model Serial No The symbols used in this manual have the following meanings Description Indicates an imminently hazardous situation which if not avoided will result in death or serious injury Indicates a potentially hazardous situation or an unintended use which if not avoided could result in death or serious injury Indicates a potentially hazardous situation or an unintended use which if not avoided may result in minor or moderate injury NOTICE Indicates a potentially hazardous situation or an unintended use which if not avoided may result in appreciable material financial and environmental damage cg Important paragraphs which mu
56. Main components a FlexLine plus instrument with FlexField plus firmware Computer with FlexOffice soft ware Data transfer b C Component Description FlexLine plus instrument An instrument for measuring calculating and capturing data Ideally suited for tasks from simple surveys to complex applications Equipped with a FlexField plus firmware package to complete these tasks The various lines have a range of accuracy classes and support different features All lines can be connected with FlexOffice to view exchange and manage data FlexField plus firmware The firmware package installed on the instrument Consists of a standard base operating system with optional additional features FlexOffice soft ware An office software consisting of a suite of standard and extended programs for the viewing exchanging managing and post processing of data Data transfer Data can be always transferred between a FlexLine plus instrument and a computer via a data transfer cable For instruments equipped with a Communication side cover data can also be transferred via USB memory stick USB cable or Bluetooth TS06 09 plus Description of the System 1 2 Container Contents Container contents part 1 of 2 aJ b c d e f g h Instrument GEV189 data cable USB RS232 GLI115 clip on bubble GHT196 holder for height metre CPR105 flat prism GHMOO height
57. P t A Spiral in A B Spiral out 4 When the element has been defined the Road 2D Config appears Enter the chainage values and press Stake to select the point and offset center left or right to stake out and start the measurement The correction from actual point to stake out point is shown on the display Check to measure or select points from memory to calculate the chainage line and offset from the defined element Road 2D PS Config Enter chainage of Start Point Chainage 0 000 m Start Pt 402 End Pt 403 Length 608 835 m New Stake Check Next step e f in stakeout mode press Cont to begin staking out Or if in measurement mode press Meas to measure and record TS06 09 plus Programs 71 6 13 6 13 1 Road 3D Starting Road 3D Description Road 3D methods Le Road 3D step by step Road 3D is a program used to stake out points or for as built checks relative to a road alignment including slopes It supports the following features Horizontal alignments with the elements straight curve and spiral entry and exit as well as partial Vertical alignments with the elements straight curve and quadratic parabola Upload of horizontal and vertical alignments which are in gsi data format of Flex Office Road Line Editor Creation view and deletion of alignments onboard Use of design height of vertical alignments or manually entered heights
58. Positive if stake out point is to the right of the measured point AN Northing offset Positive if stake out point is further away than the meas ured point TS06 09 plus Programs 47 6 5 6 5 1 Reference Line Overview Description Reference Line is a program that facilitates the easy stake out or checking of lines for example for buildings sections of road or simple excavations It allows the user to define a reference line and then complete the following tasks with respect to that line Line amp offset Grid stake out e Stake out points Line segmentation stake out Access l Select Programs from the Main Menu 2 Select D Ref Line from the Programs Menu 3 Complete program pre settings Refer to 5 Programs Getting Started Next step Define the base line for the reference line 6 5 2 Defining the Base Line Description Define the base line A reference line can be defined by referencing a known base line The reference line can be offset either longitudinally in parallel or vertically to the base line or be rotated around the first base point as required Furthermore the reference height can be selected as the first point second point or interpolated along the reference line The base line is fixed by two base points All points can be either measured manually entered or selected from the memory T Base line PO Instrument station Pl Start point P2 End poi
59. PtID and height of the target Measure the Hz angle and repeat the meas urement in the ohter face by pressing Face Press Set to set the new orientation The station setup is complete The remaining screens are available for all methods except Ori with Angle and Local Resection In the Sight target point screen 2 Indicates that the second point was measured in face I 2 Il Indicates that the second point was measured in faces and Il Sight the target point and select Meas or Dist and Store to measure to the target point Setup Result 5 F1 Measure more points Select To return to the Enter Target Point screen SE SE 0 011 m to measure more points ccur Heig 0 052 m Accur Hz 0 0208 g F2 Measure in other face F4 Compute ot lee F1 Measure more points F2 Measure in other face F3 Access Tolerances To measure the same target point in another face F3 Access Tolerances Pesto anaes To change the accuracy limit values F4 Compute To calculate and display the station coordi nates Description of symbols Field Description Y Standard deviation value within the defined limit X Standard deviation value exceeds the defined limit No value calculated Description of fields Field Description Accur If the standard deviation for position in East and North is calculated a Posit checkbox is displayed The checkbox is checked if the calculated position is within the sta
60. RI Ja egene Ma a RR RR e siete 14 Upload licence key NEE ee at c Ca pela ia E 104 Software Upload software ssssssssee 106 ell GE 106 USB Software Licence Agreement en 144 Directory EE 149 Standitig AXIS 2 pee er mE 145 File ECG 107 Startup sequence auto Start 101 Se RI 113 Station SCtup 0 fake dece eo o ed en atoll 38 TS06 09 plus Index 153 qoo pm 13 Insertine Zeie erbei et tee Mese etaed 113 User InterfaCe 2e cive eene nn rre exe ned 11 USER key Setting Of aciei 24 V V ATEGEDISE 6 e ee dor EN eere teo RETE 26 Vertical alignment sssesseeee 73 Vertical angle DescriptlOn ceive fpei eret WAGs ten 145 SENS OTi omm es et aa dte eas 25 Vertical index Adjustment morsian cece ee cece EAE aaar rE TES 117 Ae ul elle NEE 145 W KOL 139 Wildcard search seerias kteri E AAEREN RAEN R EA 15 Z LETE oere a a a cedros 25 145 Zenith angle essesseseeeeseeerene 145 TS06 09 plus Index 154 TS06 09 plus Index 155 Leica Geosystems AG Heinrich Wild Strasse CH 9435 Heerbrugg Switzerland Phone 41 71 727 31 31 www leica geosystems com Total Quality Management Our commitment to total customer satisfaction Leica Geosystems AG Heerbrugg Switzerland TQ IVi has been certified as being equipped with a quality system which meets the International e 9001 1S0 14001 i PER Standards of Quality Management and Quality Systems ISO standard 9001 and Envir
61. TS06 09 plus User Interface 11 Sidecover keys Key Description On Off key Switches the instrument on or off wes Trieger key Quick key programmable with functions Meas or Dist if desired The trigger key can be programmed in the Settings screen Refer to 4 1 Work Settings 2 2 Screen Screen The instruments are available with Black amp White or with Color amp Touch display Ce Allscreens shown in this manual are examples It is possible that local firmware versions are different to the basic version Black amp White screen a Title of screen b Focus in screen Active field c Status icons d Fields e Softkeys a Status icons z i 50 0000 gi b Title of screen Lo Wiert d C Focus in screen Active field Meas v E m d Fields z e Softkeys ce Tap on an icon field or tab to run a function 2 3 Status Icons Description Icons The icons provide status information related to basic instrument functions Depending on the firmware version different icons are displayed Icon Description B amp W f Non prism EDM mode for measuring to all targets For C amp T Tapping the icon opens the EDM Settings screen 65 Leica standard prism is selected For C amp T Tapping the icon opens the EDM Settings screen Leica mini prism is selected For C amp T Tapping the icon opens the EDM Settings screen Leica mini O prism is sele
62. age s are shown A selected language can be deleted by pressing Delete This function is available if more than one language is installed and the selected language is not the chosen operating language Lang Choice If multiple languages are loaded a screen to choose the language can be shown directly after switching on the instrument On The language screen is shown as the startup screen Off The language screen is not shown as the startup screen Angle Unit Sets the units shown for all angular fields SW Degree sexagesimal Possible angle values 0 to 359 59 59 dec deg Degree decimal Possible angle values 0 to 359 999 gon Gon Possible angle values 0 to 399 999 gon mil Mil Possible angle values O to 6399 99 mil Cg The setting of the angle units can be changed at any time The current displayed values are converted according to the selected unit Min Reading Sets the number of decimal places shown for all angular fields This is for data display and does not apply to data export or storage bs 0 00 0 1 0 00 01 0 00 05 0 00 10 dec deg 0 0001 0 0005 0 001 gon 0 0001 0 0005 0 001 mil 0 01 0 05 0 1 Dist Unit Sets the units shown for all distance and coordinate related fields meter Metres m US ft US feet ft INT ft International feet fi ft in 16 US feet inch 1 16 inch ft TS06 09 plus Settings 26 Field Description
63. ain Menu The following are important messages or warnings that may appear Messages Description Memory is nearly full Do you want to continue This message occurs if less than 10 of the memory is free It is not recommended to start a traverse if the memory is almost full Doing so may mean that the traverse measurements and the results cannot be saved Current job contains an adjusted Traverse Select a different job Only one traverse per Job is allowed Another job must be selected Last traverse not yet finished or processed Do you want to continue The Traverse program was quit without closing a traverse The traverse can be continued on a new station left unfinished or a new traverse started and the old traverse data overwritten Do you really want to start a new traverse All existing data will be overwritten Confirmation of this message will start a new trav erse and the old traverse data will be overwritten Redo last station Measure ments of this station will be overwritten Confirming returns to the first sight point screen for the previous station measurements The data from the last station is not stored Exit Traverse application Current station data will be lost Quitting the program returns to the Main Menu The traverse can be continued later but the current station data will be lost Out of Tolerance The tolerance limits have been exceed
64. ake the arc centre point Field Description Line For stake out arc chord and angle Longitudinal offset from the refer ence arc This is calculated by the arc length chord length or angle and the selected misclosure distribution For stake out point Longitudinal offset from the reference arc Offset Perpendicular offset from the reference arc Distrib For stakeout arc Method of misclosure distribution If the entered arc length is not an integer of the whole arc there will be a misclosure None All of the misclosure will be added to the last arc section Equal The misclosure will be equally distributed between all sections Start Arc All of the misclosure will be added to the first arc section Start amp End The misclosure will be added half to the first arc section and half to the last arc section Arc Length For stakeout arc The length of the arc segment to stake out Chord For stakeout chord The length of the chord to stake out Length Angle For stake out angle The angle around the center point of the arc of the points to be staked out Next step Press Cont to proceed to measurement mode The signs for the distance and angle differences are correction values required minus actual The arrows indicate the direction to move to get to the stake out point Ce To allow a better visibility for example if the arc is very long and the target close to the line the scale for
65. amp Vol from the Programs Menu 3 Complete program pre settings Refer to 5 Programs Getting Started The graphic always shows the area projected onto the reference plane The points used for defining the reference plane are indicated by e o for measured points e for manually entered points e for points defining the reference plane Area amp DTM Volume e Polar PtID hr f e Calc vi 0 000 m To display and record additional results Pts 4m perimeter volume A 2D 15B 592 m2 A 3D 157 371 m2 Yol Meas Calc 1PtBa 1PtBack To undo measurement or selection of the previous point 4 Volume To measure or select points on the break line These points are then used to calcu late a volume 4 Def 3D To manually define the sloped reference plane by selecting or measuring three points ck The breakline points must be located within the boundary of the defined area TS06 09 plus Programs 63 Area calculation The 2D and 3D areas are calculated automatically and displayed once three points have been measured or selected The 3D area is calculated automatically based on the following The system will use the three points which cover the largest area e f there are two or more equal largest areas the system will use the area with the shortest perimeter e f the largest areas have equal perimeters the system will use the area wi
66. ance 61 6 9 Area amp DTM Volume 63 6 10 Remote Height 66 6 11 COGO 67 6 11 1 Starting COGO 67 6 11 2 Inverse and Traverse 67 6 11 3 Intersections 68 6 11 4 Offsets 69 6 11 5 Line Extension 69 6 12 Road 2D 70 6 13 Road 3D 72 6 13 1 Starting Road 3D 72 6 13 2 Basic Terms 73 6 13 3 Creating or Uploading Alignment Files 77 6 13 4 Stake 78 6 13 5 Check 79 6 13 6 Stake Slope 80 6 13 7 Check Slope 83 6 14 Traverse 84 6 14 1 Overview 84 6 14 2 Starting and Configuring Traverse 85 6 14 3 Measuring Traverse 86 6 14 4 Moving ahead 88 6 14 5 Closing a Traverse 88 7 Favourites 92 7 1 Overview 92 7 2 Target Offset 93 7 2 1 Overview 93 7 2 2 Cylindrical Offset Subprogram 94 7 3 Hidden Point 96 7 4 Check Tie 97 7 5 EDM Tracking 97 7 6 Backsight Check 98 8 Coding 99 8 1 Coding 99 8 2 Quick Coding 100 9 Tools 101 9 1 Adjust 101 9 2 Startup Sequence 101 9 3 System Information 102 9 4 Licence Keys 104 9 5 Instrument Protection with PIN 105 9 6 Loading Software 106 TS06 09 plus Table of Contents 5 10 Data Management 107 10 1 Manage 107 10 2 Exporting Data 108 10 3 Importing Data 111 10 4 Working with a USB Memory Stick 113 10 5 Working with Bluetooth 114 10 6 Working with Leica FlexOffice 115 11 Check amp Adjust 116 11 1 Overview 116 11 2 Preparation 116 11 3 Adjusting Line of Sight and Vertical Index Error 117 11 4 Adjusting the Compensator 119 11 5 Adjusting the Tilting Axis Error 120 11 6
67. are found A All points starting with A are found for example A9 A15 ABCD A2A 1 All points containing only one 1 are found for example 1 Al ABI A 1 All points starting with A and containing only one 1 are found for example Al ABI A51 Graphic Symbols Graphic symbols In some programs a graphical display is shown The graphical display provides a guide to find the point to be staked out allows for a better overall understanding of how the data being used and meas ured relates to each other Element Description Point to be staked known point 8 p a a Instrument Current position of prism measurement with Dist i Forward backwards distance to point dem mmy Side distance to point a y Height distance to point w The stakeout point is the same as the measured point The difference between stakeout point and measured point is lt 0 03 m Circle around the stake out point supporting the detail view radius 0 5m A Fixpoint x Centre point of an arc or circle o Measured point Black squares around the point symbol indicate the plane points e New point Reference line arc straight curve or spiral from start point to end point T Extension of reference line arc straight curve or spiral ES Perpendicular distance to the reference line arc straight curve or spiral Boundary of an area Connection b
68. at shimmer Range E Object in shade or overcast Range F Underground night and twilight Standard ISO 17123 4 Measure time Measure time measuring typical s maximum s Om 500m 2 mm 2 ppm 3 6 15 500m 4 mm 2 ppm 3 6 15 Beam interruptions severe heat shimmer and moving objects within the beam path can result in deviations of the specified accuracy Measurement Mode Standard deviation Measure time typical s NP Tracking 5 mm 3 ppm 0 25 Accuracy and measure time depend on atmospheric conditions target object and Observation situation Type Carrier wave Measuring system Coaxial visible red laser 658 nm System analyser basis 100 MHz 150 MHz Distance m Laser dot size approximately mm at 30 7x10 at 50 8x20 TS06 09 plus Technical Data 135 14 4 Distance Measurement Reflector gt 4 0 km Range R500 R1000 Range A Range B Range C m ft m ft m ft Standard prism GPRI 2200 7300 7500 24600 10000 gt 33000 Reflector tape 600 2000 1000 3300 1300 4200 60 mm x 60 mm Range of measurement From 1000 m up to 12000 m Display unambiguous Up to 12 km Atmospheric condi Range A Strong haze visibility 5 km or strong sunlight severe heat shimmer tions Range B Light haze visibility about 20 km or moderate sunlight slight h
69. ata Collimation V index and Tilt Axis Set Adjustment Defines the time period from the last adjustment to when a Reminder reminder message should display to do another adjustment Options are Never 2 weeks 1 month 3 months 6 months 12months The message will display the next time the instrument is switched on after the time period has been reached Startup Sequence Description Access Auto start step by step Through the Startup tool it is possible to record a user defined sequence of key presses so that after switching on the instrument a particular screen can be displayed after the Level amp Plummet screen instead of the Main Menu For example the general Settings screen for configuring the instrument settings l Select d Tools from the Main Menu 2 Select T Startup from the Tools Menu 1 Press Record in the Startup screen 2 Press Cont to confirm the information message and begin the recording process 3 The next key presses are stored up to a maximum of 64 To end the recording press ESC 4 If the auto start Status is set to Active the stored key presses will be executed automatically after switching on the instrument The automatic start sequence has the same effect as pressing the keys manually Certain instrument settings cannot be made in this way Relative entries such as auto matically setting EDM Mode P Precise amp Fast upon switching on the instrument are
70. atch out for erroneous measurement results if the product has been dropped or has been misused modified stored for long periods or transported Precautions Periodically carry out test measurements and perform the field adjustments indicated in the user manual particularly after the product has been subjected to abnormal use and before and after important measurements Because of the risk of electrocution it is dangerous to use poles and extensions in the vicinity of electrical installations such as power cables or electrical railways Precautions Keep at a safe distance from electrical installations If it is essential to work in this environment first contact the safety authorities responsible for the electrical instal lations and follow their instructions Be careful when pointing the product towards the sun because the telescope func tions as a magnifying glass and can injure your eyes and or cause damage inside the product Precautions Do not point the product directly at the sun During dynamic applications for example stakeout procedures there is a danger of accidents occurring if the user does not pay attention to the environmental conditions around for example obstacles excavations or traffic Precautions The person responsible for the product must make all users fully aware of the existing dangers Inadequate securing of the working site can lead to dangerous situations for example in traffic on b
71. ation Pl Target point P2 Measured point P3 Measured point a Horizontal alignment Defined chainage c Offset d Height difference e A Offset positive e A Offset negative f lt A Chainage positive f A Chainage negative g A Height positive g A Height negative Press Stake from the Define Stake Check Slope values screen Stakeout IBS Polar PtID 404 hr 1 500 m Offset Center 4D Chainage 10 OOO 4D AHz eh D 2848 g Au t 0 335 m AHeight 3 790 m Meas Dist Store EDM cg To find enter codes press the FNC Favourites key and select Coding Field Description Chainage Selected chainage to stake out AHz Angle offset Positive if the stake out point is to the right of the meas ured point Aa Horizontal offset Positive if the stake out point is further away than the measured point AHeight Height offset Positive if the stake out point is higher than the meas ured point AChain Longitudinal offset Positive if the stake out point is further away than the measured point AOffset Perpendicular offset Positive if the stake out point is to the right of the measured point Def East Calculated East coordinate of the stake out point Def North Calculated North coordinate of the stake out point Def Hght Calculated Height of the stake out point Either press Meas to measure and record Or press ESC to return to the Def
72. atteries Precautions Use only the equipment and accessories recommended by Leica Geosystems When combined with the product they meet the strict requirements stipulated by the guide lines and standards When using computers and two way radios pay attention to the information about electromagnetic compatibility provided by the manufacturer Disturbances caused by electromagnetic radiation can result in erroneous measure ments Although the product meets the strict regulations and standards which are in force in this respect Leica Geosystems cannot completely exclude the possibility that the product may be disturbed by intense electromagnetic radiation for example near radio transmitters two way radios or diesel generators Precautions Check the plausibility of results obtained under these conditions If the product is operated with connecting cables attached at only one of their two ends for example external supply cables interface cables the permitted level of elec tromagnetic radiation may be exceeded and the correct functioning of other products may be impaired Precautions While the product is in use connecting cables for example product to external battery product to computer must be connected at both ends Use of product with Bluetooth Electromagnetic radiation can cause disturbances in other equipment in installations in medical devices for example pacemakers or hearing aids and in aircraft It can al
73. ccess Enter offset values E Press the FNC Favourites key when within any program 2 Select lv Offset from the Favourites Menu Values Enter offset values Trav Off 0 000 m Length Off 0 000 m Default Height Off 0 000 m Mode W Reset after RECHT To reset offset values to 0 Cylindr Default Cylindr Cont To enter cylindrical offsets Field Description Trav Off Perpendicular offset Positive if the offset point is to the right of the measured point Length Off Longitudinal offset Positive if the offset point is further away than the measured point Height Off Height offset Positive if the offset point is higher than the measured point Mode Period for which the offset is to apply Reset after The offset values are reset to O after the point is saved REC Permanent The offset values are applied to all further measure ments Ee The offset values are always reset to O when the program is quit Either press Cont to calculate the corrected values and return to the program from which the offset favourite was started The corrected angle and distances are displayed as soon as a valid distance measurement has been triggered or exists Or press Cylindr to enter cylindrical offsets Refer to 7 2 2 Cylindrical Offset Subprogram TS06 09 plus Favourites 93 7 2 2 Cylindrical Offset Subprogram Description Determines the coordinates of the centre poin
74. ccessfully imported cg A or alphanumerical characters should not be used as delimiter values in ASCII files These characters can also be part of the point ID or coordinate values and if so will generate errors where they occur in the ASCII file TS06 09 plus Data Management 112 10 4 Working with a USB Memory Stick Insert a USB memory stick step by step Format a USB memory stick step by step Open the compartment lid on the Communication side cover The USB host port is located underneath the top edge of the compartment Insert the USB memory stick into the USB host port The cap of a Leica industrial grade USB memory stick can be stored on the underside of the compartment lid Close the compartment lid and turn the knob to lock the compartment closed Always return to the Main Menu before removing the USB memory stick Whilst other USB memory sticks may be used Leica Geosystems recommends Leica industrial grade USB memory sticks and cannot be held responsible for data loss or any other error that may occur when using a non Leica USB memory stick Keep the USB memory stick dry Use it only within the specified temperature range 40 C to 85 C 40 F to 185 F Protect the USB memory stick from direct impacts Failure to follow these instructions could result in data loss and or permanent damage to the USB memory stick Formatting the USB memory stick before star
75. ce file key e Configuration files cfg TS06 09 plus Directory Structure 149 Index A qo M Y 13 Accuracy OUTPUT POWER suiursanccsnanmunenchieeneernenceneursesonnens 137 Angle measurement ees 134 ug ES 34 Non Prism mode sees 135 Safety directions cccccseeeceeeeeeeeeeeeesaeeeeeaees 132 Prism 4 0 km ooo cecccceeeccceseeeeeeeeeeeeeeeeeeneees 136 Prism mode rer b eter ees ten 134 C i MENETET E 1 ertet e d Cerca 92 Calibrate touch screen sesseeeseseess 29 Adjustment Care EEN 123 Adjustment reminder senner 101 Check amp Adjust TE 116 Combined adjustment es 117 Check backsight M 92 Compensator eene 119 Check Tie EE 97 o PM 116 117 119 Checking tieu EE 92 Errors view current essesseseeeeeee 101 Ge level adjustment BP sate pe abe ae Inspecting laser plummet e 122 Cleaning and Drying HM 124 Line af sight eet 117 Codelist arsi dfe ME 99 Mcha 116 el EE 99 Of circular level on instrument 121 pa TE MINE EH OE CM 07 Of ise alae level on tribrach Seene 121 Editing Extending LEES 100 Pre ParatlOn PE 116 FIER coding e 2 Tilt axis isset 120 EE 7 Vertical Index SES 117 OIEK COME EEN i Alieriments coco program T 67 Ee 77 Collimation AXIS EEN 145 Description Of i iege e ates 73 e A eae us Angle measurement ssseeseeee 13
76. ct fit During transport always use the cover supplied Use the tripod only for surveying tasks TS06 09 plus Operation 17 Setup step by step Level up with the electronic level step by step Extend the tripod legs to allow for a comfortable working posture Position the tripod over the marked ground point centring it as best as possible Fasten the tribrach and instrument onto the tripod Turn on the instrument and if tilt correction is set to On the laser plummet will be activated automatically and the Level amp Plummet screen appears Other wise press the FNC Favourites key from within any program and select Level amp Plummet Move the tripod legs 1 and use the tribrach footscrews 6 to centre the plummet 4 over the ground point Adjust the tripod legs 5 to level the circular level 7 By using the electronic level turn the tribrach footscrews 6 to precisely level the instrument Refer to Level up with the electronic level step by step Centre the instrument precisely over the ground point by shifting the tribrach on the tripod plate 2 Repeat steps 6 and 7 until the required accuracy is achieved The electronic level can be used to precisely level up the instrument using the foot screws of the tribrach 1 2 3 Turn the instrument until it is parallel to two footscrews Centre the circular level approximately by turning the footscrews of the tribrach Turn
77. cted For C amp T Tapping the icon opens the EDM Settings screen Deep Gi Leica 360 prism is selected For C amp T Tapping the icon opens the EDM Settings screen TS06 09 plus User Interface 12 Icon Description B amp W CST p Leica 360 mini prism is selected For C amp T Tapping the icon in em opens the EDM Settings screen ta Leica 360 MPR122 prism is selected For C amp T Tapping the DER icon opens the EDM Settings screen E B Leica reflector tape is selected For C amp T Tapping the icons opens the EDM Settings screen 81 22 ei e User defined prism is selected For C amp T Tapping the icons opens the EDM Settings screen Indicates EDM measurement activity For C amp T Tapping the icons opens the EDM Settings screen E indicates an active laser pointer For C amp T Tapping the icon opens the EDM Settings screen I H Indicates telescope position in face For C amp T Tapping the icon opens the Level amp Plummet screen I D Indicates telescope position in face Il For C amp T Tapping the icon opens the Level amp Plummet screen Gi H iU Compensator is on For C amp T Tapping the icon opens the Level amp Plummet screen x G Compensator is off For C amp T Tapping the icon opens the Level amp Plummet screen r GC Compensator out of range For C amp T Tapping the icon opens the Level amp Plum
78. d rarely reflect worst case conditions of e g beam alignment with the pupil worst case accommodation b inherent safety margin in the maximum permissible exposure to laser radiation MPE c d aversion behaviour for exposure to bright light for the case of visible radiation Description Value R500 R1000 Maximum average radiant power 5 00 mW Pulse duration 800 ps Pulse repetition frequency 100 MHz 150 MHz Wavelength 650 nm 690 nm Beam divergence 0 2 mrad x 0 3 mrad NOHD Nominal Ocular Hazard Distance 0 25 s 80 m 262 ft N caution From a safety perspective class 3R laser products should be treated as potentially hazardous Precautions 1 Prevent direct eye exposure to the beam 2 Do not direct the beam at other people N caution Potential hazards are not only related to direct beams but also to reflected beams aimed at reflecting surfaces such as prisms windows mirrors metallic surfaces and so on Precautions 1 Do not aim at areas that are essentially reflective such as a mirror or which could emit unwanted reflections 2 Do not look through or beside the optical sight at prisms or reflecting objects when the laser is switched on in laser pointer or distance measurement mode Aiming at prisms is only permitted when looking through the telescope TS06 09 plus Safety Directions 129 Labelling Laser Aperture Laser Radiation Avoid direct
79. definable number of segments and stake out the new points on the reference line Field Description Length Length of the base line Ref Height Point 1 Height differences are computed relative to the height of the first reference point Point 2 Height differences are computed relative to the height of the second reference point Interpolated Height differences are computed along the reference line No Height Height differences are not computed or shown Offset Parallel offset of the reference line relative to the base line P1 P2 Available on page 2 2 for Black amp White display or on page Shifts for Color amp Touch display Positive values are to the right of the base line TS06 09 plus Programs 49 6 5 4 Field Description Line Longitudinal offset of the start point reference point P3 of the refer ence line in the direction of base point 2 Available on page 2 2 for Black amp White display or on page Shifts for Color amp Touch display Positive values are towards base point 2 Height Height offset of the reference line to the selected reference height Available on page 2 2 for BlackG White display or on page Shifts for Color amp Touch display Positive values are higher than the selected reference height Rotate Rotation of the reference line clockwise around the reference point P3 Available on page 2 2 for BlackG White display or on page Shifts for Color
80. ds 6 2 6 2 1 The following table describes common fields that are found within the firmware programs These fields are described here once and not repeated in the program chap ters unless the field has a specific meaning within that program Field Description PtID Point Point 1 Point ID of the point hr Height of the reflector Remark Code Remark or Code name depending on the coding method Three coding methods are available Remark coding This text is stored with the corre sponding measurement The code is not related to a codelist it is just a simple remark A codelist on the instrument is not necessary Expanded coding with codelist Press Code The code that was entered is searched for within the code list and it is possible to see change and or add attributes to the code If a code is selected the field name will change to Code To toggle through the codelist change to page 4 4 for Black amp White displays or to page Code for Color amp Touch displays Quick coding Press Q Code and enter the shortcut to the code The code is selected and the measurement starts The field name will change to Code Hz Horizontal direction to the point V Vertical angle to the point a Horizontal distance to the point a Slope distance to the point al Height to the point East Easting coordinate of the point North Northing coordinate of the point Height Height coord
81. e configuration and proceed to the Enter Station Data screen Measure Traverse 7 Field Description Enter Station Data Stat ID Name of the station hi Height of the instrument Desc Description of the station if desired Cg Every Traverse must start on a known point Next step Press Cont to confirm station data and proceed to the Traverse Select screen TS06 09 plus Programs 85 6 14 3 Measuring Traverse Access Without known backsight With known back sight With known azimuth Measure traverse Sight Backsight From the Traverse Select screen select one of the following e F1 w o known Backsight Starts the traverse without a known backsight The measurements begin to a foresight point F2 with known Backsight Starts the traverse with a known backsight F3 with known Azimuth Starts the traverse with a user defined azimuth Start a traverse without a known backsight Start on a known point without an initial measurement to a known backsight e Stop on a known point or make a final foresight measurement to a known closing point If the coordinates of the start station are unknown the Station Setup program can be run before the traverse A Helmert transformation will be performed at the end of the traverse If the traverse is left open then the calculations are based on the system azimuth C2 C1 C3 Control points C2 Check point 1 e P1 P3 Traverse points i cl P2 A TP me TP1
82. e perpendicular vector from the measured point through the defined plane Viewing storing and staking out the coordinates of the intersection point A reference plane is created by measuring three points on a plane These three points define a local coordinate system e The first point is the origin of a local coordinate system The second point defines the direction of the local Z axis The third point defines the plane X axis of local coordinate system Y axis of local coordinate system Z axis of local coordinate system Pl First point origin of local coordinate system P2 Second point P3 Third point P4 Measured point This point is probably not located on the plane P5 Intersection point of the perpendicular vector from P4 to the defined plane This point is definitely located on the defined plane d Perpendicular distance from P4 to the plane AX Perpendicular distance from P5 to the local Z axis AZ Perpendicular distance from P5 to the local X axis NM ox amp X The perpendicular distance to the plane can be positive or negative Z D Pl Origin of plane X X axis of plane Y Y axis of plane Z Z axis of plane dl Positive offset d2 Negative offset l Select Programs from the Main Menu 2 Select FH Ref Plane from the Programs Menu 3 Complete program pre settings Refer to 5 Programs Getting Started 1 Once the plane has been defined by three points
83. e staked out Field Description AHz Horizontal direction from the measured point to the stake out point Posi tive if the telescope must be turned clockwise to the stake out point Aa Horizontal distance from the measured point to the stake out point Posi tive if the stake out point is further away than the measured point A ual Height difference from the measured point to the stake out point Positive if the stake out point is higher than the measured point e Either press Meas to measure and record Or press Back to return to the Reference Line Info screen TS06 09 plus Programs 51 6 5 6 Grid Stakeout Description The Grid subprogram calculates and displays the stake out elements for the points on the grid orthogonal AL AO AH and polar AHz A 4 A al The grid is defined without boundaries It can be extended over the first and second base points of the reference line Example Grid Stakeout a Reference line PO Instrument station Pl Start point P2 End point dl Start distance d2 Increment d3 Line offset Access Press Grid from the Reference Line Info screen Grid definition Enter the chainage and the increment of grid points in length and cross direction of the reference line Reference Grid Ires Config Enter start chainage of grid Start Chain Increment grid points by Increment 3 500 m Offset 0 500 m Field Description Start Chain
84. e they appear in the program chapters Key Description Cont If entry screen Confirms measured or entered values and continues the process If message screen Confirms message and continues with selected action or returns to the previous screen to reselect an option Back To return to the last active screen Default To reset all editable fields to their default values Dist To start distance and angle measurements without saving the measured values EDM To view and change EDM settings Refer to 4 5 EDM Settings ENH To open the manual coordinate entry screen Find To search for an entered point List To display the list of available points Meas To start distance and angle measurements and save the measured values Quit To exit the screen or program Store To save the displayed values View To display the coordinate and job details of the selected point ABC To change the keypad operation to alphanumerical 345 To change the keypad operation to numerical D To display the next softkey level Tt To return to the first softkey level Operating Principles Turn instrument on off Selection of language Alphanumeric keypad To turn the instrument on or off use the On Off key on the side cover of the instrument e Alternatively the instrument can be turned off by pressing the Q key for three seconds After switching on the
85. eat shimmer Range C Overcast no haze visibility about 40 km no heat shimmer Accuracy Measurement ISO 17123 4 Measure time Measure time Mode typical s maximum s P Long 4 0 km 5 mm 2 ppm 2 5 12 Beam interruptions severe heat shimmer and moving objects within the beam path can result in deviations of the specified accuracy Characteristics Principle Phase measurement Type Coaxial visible red laser Carrier wave 658 nm Measuring system System analyser basis 100 MHz 150 MHz 14 5 Conformity to National Regulations 14 5 1 Products without Communication side cover Conformity to Hereby Leica Geosystems AG declares that the instrument is in compli national regulations ance with the essential requirements and other relevant provisions of applicable European Directives The declaration of conformity may be consulted at http www leica geosystems com ce TS06 09 plus Technical Data 136 14 5 2 Products with Communication side cover Conformity to e FCC Part 15 applicable in US national regulations e Hereby Leica Geosystems AG declares that the instrument with Communication side cover is in compliance with the essential requirements and other relevant provisions of Directive 1999 5 EC and other applicable European Directives The declaration of conformity may be consulted at http www leica geosys tems com ce Class 1 equipment according European Directive 1999 5 EC R amp TTE can
86. ection is computed with the original averaged face and face II measurements and the final computed plan position Access Press F4 Compute in the Station Setup Result screen Station Setup Result This screen displays calculated station coordinates The final computed results depend on the Method selected in Enter Station Data Standard deviations and residuals for accuracy assessments are provided Setup Result 1 2 Add Pt To return to the Enter Target Point screen to enter the next point 1 400 m Resid 0 000 m esie 0 000 m To display residuals and to define the use 0 000 m of points as 1D 2D or 3D Refer to Target 200 0240 g KI Residuals m Set Std Dev To display the standard deviation of the station coordinates and orientation Set To set the station coordinates and or orientation cg Ifthe instrument height was set to 0 000 in the setup screen then the station height refers to the height of the tilting axis Description of fields Field Description Station Current station ID hi Current instrument height East Calculated Easting coordinate of the station North Calculated Northing coordinate of the station Height Calculated Height coordinate of the station Hz Current Hz angle with the new orientation AA Available for Method H Trans or Ori with Coord with only 1 target point Difference between the calculated and measured horizontal distance fr
87. ed If not accepted the calculations can be redone Traverse points are re calcu lated and newly stored An information message displayed while the adjust ment is calculated TS06 09 plus Programs 91 Favourites Overview Description Favourites Favourites can be accessed by pressing the FNC Favourites key urement screen The FNC Favourites key opens the Favourites Menu and a function can be selected and activated e 6 or amp activates the specific function assigned to the key Any function from the amp Or amp from any meas ee y Favourites Menu can be assigned to these keys Refer to 4 1 Work Settings Cg The symbol of an unavailable favourite is crossed out Favourite Description A Returns to the Main Menu Home o Get Activates the laser plummet and electronic level Refer to Level EXE up with the electronic level step by step Refer to 7 2 Target Offset Y offset DelR Deletes the last recorded data block This can be either a meas R enee urement block or a code block cg Deleting the last record is not reversible Only records recorded in Survey and Quick Survey can be deleted E Codi Starts Coding to select a code from a codelist or enter a new SIS code Same functionality as the softkey Code Refer to 9 5 Instrument Protection with PIN E PIN lock Ca NP P Changes between the two EDM
88. ed laser to e reflector tape The visible red laser beam can also be used to measure to reflective foils To guar antee the accuracy the red laser beam must be perpendicular to the reflector tape and it must be well adjusted Make sure the additive constant belongs to the selected target reflector TS06 09 plus Operation 23 4 1 Settings Work Settings Access 1 Select A Settings from the Main Menu 2 Select e Work from the Settings Menu Work semngs Field Description Trigger Key1 Trieger Key 1 is the top end of the trigger key Trigger Key 2 is the Trigger Key2 lower end of the trigger key Off The trigger key is deactivated Meas Sets the trigger key with the same function as Meas Dist Sets the trigger key with the same function as Dist USER Key 1 Configures Gor 6 with a function from the Favourites menu Refer USER Key 2 57 Favourites Tilt Corr Off Tilting compensation deactivated On 2 axis compensation Vertical angles refer to the plummet line and the horizontal directions are corrected by the standing axis tilt For corrections depending on the Hz Corr setting refer to the table Tilt and horizontal corrections Ee If the instrument is used on an unstable base for example a shaking platform or ship the compensator should be deactivated This avoids the compensator drifting out of its measuring range and interrupting the measuring pr
89. edsiavestiniereisnesesbaweens 108 Data transfer eu 114 Data FORMA eerie reser cvetiinslaceessbcdieeenedeedaess 111 TS06 09 plus Index 150 Data management sess 107 FlexOffice Data output setting location of 28 Description EE 8 Data Dts 5 iem cy eren eet dne 34 Folder structure eseeeeseeeeseeeeeeeeee 149 Date utn iiti abe 27 Formats management of ssssssssss 107 Deactivate touch Screen 1e cerent trenes 92 Formatting Definition of Use E 125 Internal memory n aen 102 Del Reg o ed e etie 92 USB SHEK aen 113 Delete job memory ssseeeeeenenee 107 Free coding suc tte cte ence ret rates dene Rede 99 Delete last record sssseeseeee 92 Functions Dimensions of instrument ENEE 138 ACCESS 2 5 step rd ed ce HR ER Een 92 Directory structure esssseeeeeeree 149 FNC Favourites Key sae tee tute Dash te estet 11 Display heater setting OF usc cria add cin 29 Functions FNC Display illumination setting of seers 29 DescriptiOlT Ofiss ittee tete de etie aiaeei 92 Display technical details of 138 Distance decimal places setting of 27 G Distance BE uer ipotesi HL yeu 92 Glossa N ee dee 145 Distance unit setting of 26 Grade unit setting of esssssseeeeeeeee 27 Double point setting of esseere 28 GSI DTM Volume application 0 0 0 eee 63 EE eene eebe 99 Oup
90. eeeneeneeene 138 Endiiarle i i Secolo ri eie o mee de E es 34 Level UD zi sr ete ed e e tert eit te 18 Export Gata tenementa 108 POS P E 138 Protection with PIN cccceeeeeeeeeeeeeeaeeeeeeeees 105 F Settings a e situ eie teneo 24 hace SeEtlrig Oleo dnce eats Gara Ries 24 EE ege EE 17 FECC Statement EE 133 da lees Up E EE 138 Fields COMMO irer icase ie i eris 39 Instrument components eeeee 10 File extensions eeeeseeeseeeeeee 111 111 Instrument information eeeenee 102 Fill situation SIOpes 3 oe nace 76 82 Interface settings scutis dant tour eo 34 Fixpolnt datd au ioo v eeu 107 Intersections COGO application 68 FlexField firmware eee 8 Inverse and traverse COGO application 67 TS06 09 plus Index 151 J O Job management of sse 107 Offset definition seseseeesseeeeeeee 92 Offsets COGO application ssssssss 69 K Operating Concept ce eeeeeeeeeeeeeeeeeaeeeeeeeeeeeaeeeeeeeees 8 Keyboard me PR 11 Operating temperature RE EE E PERDER 139 Keyboard illumination settings of 29 Operation of instrument sseeeeenee 17 dq C 11 Orientation with angle MAS ET 40 L P Labelling een 128 130 131 133 133 Beeler ees 92 Language Parity iiie desea eb e epit ect dtd 34 Selection OT 2 tte tee 14 BIN geseet ee 92 Setting
91. eftup Hinge Right up Left up point Creates an upward plane extending to the left of the j defined hinge point 2 Right up j Creates an upward plane extending to the right of the defined hinge point Left down Creates a downward plane extending to the left of the sacs defined hinge point Left Right Right down down down Creates a downward plane extending to the right of the defined hinge point TS06 09 plus Programs 80 Slope Grade Slope Stakeout Sign convention Ratio of the slope The unit for slope grade is defined in the Regional Settings screen Refer to 4 2 Regional Settings Next step Press Slope Stakeout to proceed to the Slope Stakeout screen Slope Stakeout 5 Local Hinge ant PtID 404 hr 1 500 m Def Chain 10 OOO 4D gt AChain 0 052 m A Offset 0 088 m Cut 0 044 m Act Slp 1 2 047h v Meas Dist Store 4 Field Description DefChain Defined chainage for stake out AChain Difference between the defined chainage and the measured chainage AOffset Horizontal offset between the catch point of defined slope and the measured position Cut Fill Vertical offset between the catch point of the defined slope and the measured position A cut is above the slope a fill is below the slope Act Slope Measured slope of the reflector position to the hinge point Offs Hng Measured offset to the horizontal alignment including offset rig
92. eld Description Port Instrument port If a Communication side cover is fitted the options are selectable If there is no Communication side cover the value is set to RS232 and is uneditable RS232 Communication is via the serial interface USB Communication is via the USB host port Bluetooth Communication is via Bluetooth Automatically Communication is set to auto detect Bluetooth Active Bluetooth sensor is activated Inactive Bluetooth sensor is deactivated The following fields are active only when Port RS232 is set Field Description Baud rate Speed of data transfer from receiver to device in bits per second 1 200 2 400 4 800 9 600 14 400 19 200 38 400 57 600 115 200 Topcon Sokkia Data bits Number of bits in a block of digital data 7 Data transfer is realised with 7 databits 8 Data transfer is realised with 8 databits Parity Even Even parity Available if data bit is set to 7 Odd Odd parity Available if data bit is set to 7 None No parity Available if data bit is set to 8 Endmark CR LF The terminator is a carriage return followed by a line feed CR The terminator is a carriage return Stop bits 1 Number of bits at the end of a block of digital data Acknowlge On Acknowledgement expected from other device after data transfer received An error message will display if no acknowledgement is returned Off No acknowledgement expected after data transfer TS0
93. elected from the memory or entered using the keypad The user can choose between two different methods F1 Polygonal P1 P2 P2 P3 P3 P4 e F2 Radial P1 P2 P1 P3 P1 P4 A N PO Instrument station 2 P1 P4 Target points Z Be ri dl Distance from P1 P2 i d2 Distance from P2 P3 d3 Distance from P3 P4 al Azimuth from P1 P2 a2 Azimuth from P2 P3 a3 Azimuth from P3 P4 A o N PO Instrument station SE P1 P4 Target points z ra 5 di Distance from P1 P2 x Ee d2 Distance from P1 P3 m m ds d3 Distance from P1 P4 De P3 ol Azimuth from P1 P4 A PO di g3 a2 Azimuth from P1 P3 ES P4 a3 Azimuth from P1 P2 TS06 09 plus Programs 61 Access Tie distance meas urements Tie Distance Result Polygonal method Next step IU N e Select ta Programs from the Main Menu Select ul Tie Dist from the Programs Menu 2A Complete program pre settings Refer to 5 Programs Getting Started Select F1 Polygonal or F2 Radial After completing the measurements required the Tie Distance Result screen will appear Tie Distance Result S NewPt 1 Result iti point 1 dad ls aa 2 ed line The program Point 2 446 starts again at point 1 Bearing 300 0000 g NewPt 2 virg 1 000 se te To set point 2 as the starting point of a a m Aa 15 803 m neu line A new point 2 must be measured Ad 0 000 m Radial NewPt 1 NewPt 2 Radial To switch to radial method Fie
94. eout subprogram calculates the difference between a measured point and the calculated point The orthogonal AL AO AH and polar AHz A 4 A al differences are displayed Example orthogonal stakeout PO Instrument station Pl Start point P2 End point P3 Stake out point P Measured point A Parallel offset b A Longitudinal offset DI Press Stake from the Reference Line Info screen Enter the stake out elements for the target points to be staked out relative to the reference line Field Description Line Longitudinal offset Positive if stake out point is further away from the reference line Offs Perpendicular offset Positive if stake out point is to the right of the refer ence line Height Height offset Positive if stake out point is higher than the reference line Next step Press Cont to proceed to measurement mode The signs for the distance and angle differences are correction values required minus actual The arrows indicate the direction to move to get to the stake out point Ce To allow a better visibility for example if the line is very long and the target close to the line the scale for x and y can be different in the graphic If the instrument is far off the line the instrument in the graphic is placed in the corner and marked red grey Reference Line Stakeout 9 A Next Pt Store 4 Meas Dist To add the next point to b
95. etween last measured selected point and first point of an area Boundary of breaklines Breaklines of an area TS06 09 plus User Interface 16 Operation 3 1 Instrument Setup Description This topic describes an instrument setup over a marked ground point using the laser plummet It is always possible to set up the instrument without the need for a marked ground point cg Important features It is always recommended to shield the instrument from direct sunlight and avoid uneven temperatures around the instrument The laser plummet described in this topic is built into the vertical axis of the instru ment It projects a red spot onto the ground making it appreciably easier to centre the instrument The laser plummet cannot be used with a tribrach equipped with an optical Tripod Ce When setting up the tripod pay attention to ensuring a horizontal position of the tripod plate Slight corrections of inclination can be made with the foot screws of the tribrach Larger corrections must be done with the tripod legs Loosen the clamping screws on the tripod legs pull out to the required length and tighten the clamps a In order to guarantee a firm foothold suffi ciently press the tripod legs into the ground b When pressing the legs into the around note that the force must be applied along the legs Careful handling of tripod Check all screws and bolts for corre
96. evel amp Plummet In the Level amp Plummet screen adjust the intensity of the laser plummet using the navigation key The laser can be adjusted in 2096 steps as required Position over pipes or holes Under some circumstances the laser dot is not visible for example over pipes In this case using a transparent plate enables the laser dot to be seen and then easily aligned to the centre of the pipe 3 2 Working with the Battery cg Charging first time use The battery must be charged prior to using it for the first time because it is deliv ered with an energy content as low as possible For new batteries or batteries that have been stored for a long time three months it is effectual to make only one charge discharge cycle The permissible temperature range for charging is between O C to 40 C 32 F to 104 F For optimal charging we recommend charging the batteries at a low ambient temperature of 10 C to 20 C 50 F to 68 F if possible It is normal for the battery to become warm during charging Using the chargers recommended by Leica Geosystems it is not possible to charge the battery if the temperature is too high Operation discharging The batteries can be operated from 20 C to 50 C 4 F to 122 F Low operating temperatures reduce the capacity that can be drawn very high oper ating temperatures reduce the service life of the battery For Li lon batteries we recommend carrying out
97. f the position with two targets is 0 0000 With flexible scale the resection is fitted perfectly into the geometry without redundancy Therefore the standard deviation is 0 000 6 3 Surveying Description Survey is a program used for the measurement of an unlimited number of points It is comparable to Q Survey from the Main Menu but includes pre settings for the job station and orientation prior to beginning a survey Access l Select x Programs from the Main Menu 2 Select di Survey from the Programs Menu 3 Complete program pre settings Refer to 5 Programs Getting Started Survey Survey s 4 Q Code Polar 1 Code To activate quick coding Refer to 8 2 PtID So Quick Coding hr 1 500 n S Remark 552 4 IndivPt Hg E m g To switch between individual and current E g i y 9 851 m point numbers P 10 000 m 4 Manage Meas Dist Store 4 To view measurement data TS06 09 plus Programs 45 6 4 Stakeout Description Stakeout is a program used to place marks in the field at predetermined points These predetermined points are the points to be staked The points to be staked may already exist in a job on the instrument or be manually entered The program can continuously display differences between current position and desired stake out position Stakeout modes Points can be staked using different modes Polar mode Orthogonal to station mode and Cartesian mode Polar Stakeout mode
98. following situations Before the instrument is used for the first time Before every high precision survey e After rough or long periods of transport After long periods of work or storage e f the temperature difference between current environment and the temperature at the last calibration is more than 10 C 18 F 11 2 Preparation c Before determining the instrument errors level up the instrument using ei the electronic level The Level amp Plummet is the first screen to appear after turning on the instrument The tribrach the tripod and the ground should be very stable and secure from vibrations or other disturbances S E The instrument should be protected from direct sunlight in order to avoid A thermal expansion on one side only cg Before starting to work the instrument has to become acclimatised to the ambient temperature Approximately two minutes per C of temperature difference from storage to working environment but at least 15 min should be taken into account TS06 09 plus Check amp Adjust 116 11 3 Adjusting Line of Sight and Vertical Index Error Line of sight error Vertical index error Access L Check and adjust step by step The line of sight error or horizontal collimation error is the deviation from the perpendicular between the tilting axis and the line of sight The effect of the line of sight error to the horizontal direction increases with the vertical angle a Tilting a
99. fter 2 min selected time after 5 min after 10 min Off The screensaver is deactivated Beep The beep is an acoustic signal after each key stroke Normal Normal volume Loud Increased volume Off Beep is deactivated TS06 09 plus Settings 29 Field Sector Beep Description On Sector beep sounds at right angles 0 90 180 270 or O 100 200 300 gon ds 1 No beep 2 Fast beep from 95 0 to 99 5 gon and 105 0 to 100 5 gon 3 Permanent beep from 99 5 to 99 995 gon and from 100 5 to eo WV 180 100 005 gon Off Sector Beep is deactivated Stakeout Beep On Off The instrument beeps when the distance from the current position to the point to be staked is lt 0 5 m The closer the prism is to the point to be staked the faster the beeps will be Beep is deactivated TS06 09 plus Settings 30 4 5 EDM Settings Description The settings on this screen define the active EDM Electronic Distance Measurement Different settings for measurements are available with Non Prism NP and Prism P EDM modes Access l Select g Settings from the Main Menu 2 Select e EDM from the Settings Menu EDM Settings EDM Settings General EDM Mode Prism Type Laser Point le Atmos To enter atmospheric data ppm PePrecisest Round GPR Walk ee orf ial To enter an individual ppm value 4 Scale To enter projection scale details
100. ght difference The calculated horizontal distance relates to the station height and not to the reflector height Slope distance D 14 ppm 10 mm Displayed slope distance m ae DO Uncorrected distance m ppm Atmospheric scale correction mm km mm prism constant mm Horizontal distance a Y A X Y 44 Horizontal distance m un Y za sinG X a cos C Vertical circle reading A 1 k 2 R 1 47 10 7 m 1 k 0 13 mean refraction coefficient R 6 378 106 m radius of the earth Height difference 44 Height difference m Y a sing X z4 cosG C Vertical circle reading B 1 kJ 2R 6 83 10 8 m 1 k 0 13 mean refraction coefficient R 6 378 106 m radius of the earth adi XB Y TS06 09 plus Technical Data 143 15 Software Licence Agreement Software Licence Agreement This product contains software that is preinstalled on the product or that is supplied to you on a data carrier medium or that can be downloaded by you online according to prior authorisation from Leica Geosystems Such software is protected by copyright and other laws and its use is defined and regulated by the Leica Geosystems Software Licence Agreement which covers aspects such as but not limited to Scope of the Licence Warranty Intellectual Property Rights Limitation of Liability Exclusion of other Assurances Governing Law and Place of Jurisdiction Please make sure that at any time you fully compl
101. ginal transport container orcarry the tripod with its legs splayed across your shoulder keeping the attached product upright Never carry the product loose in a road vehicle as it can be affected by shock and vibration Always carry the product in its transport container and secure it When transporting the product by rail air or sea always use the complete original Leica Geosystems packaging transport container and cardboard box or its equivalent to protect against shock and vibration When transporting or shipping batteries the person in charge of the product must ensure that the applicable national and international rules and regulations are Observed Before transportation or shipping contact your local passenger or freight transport company Periodically carry out test measurements and perform the field adjustments indicated in the User Manual particularly after the product has been dropped stored for long periods or transported Storage Product Field adjustment Li Ion batteries Respect the temperature limits when storing the equipment particularly in summer if the equipment is inside a vehicle Refer to 14 Technical Data for information about temperature limits After long periods of storage inspect the field adjustment parameters given in this user manual before using the product e Refer to 14 Technical Data for information about storage temperature range Remove batteries fro
102. he distance between known and measured closing point and for differences in Easting Northing and Height If the adjustment results or the deviation for a check point exceed these limits a warning message appears Press Cont to save the limits and return to the Pre settings screen F4 Start to begin the program Ee It is not recommended to start a traverse if the memory is almost full Doing so may mean the traverse measurements and results cannot be saved Accordingly a message is displayed if less than 10 of the memory is free Description Traverse ID Name of the new traverse Description if desired Name of the user who will be using the new traverse if desired Traverse configura Field tion Desc Operator Method B F F B All points are measured in face I then all points are meas ured in face Il in reverse sequential order B B F F The backsight point is measured in face immediately followed by face Il Other points are measured in alter nating face order BE All points are measured in face only No of Sets Number of sets Limited to 10 Use Face Tol Important when measuring with face and Il This checks if both meas urements are within a defined limit If the limit is exceeded a warning message is displayed Face Tol The limit that will be used for checking the face tolerance Next step Press Cont to confirm the travers
103. he power supply during the system upload process The battery must be at least 7596 capacity before commencing the upload Ce All firmware and language files must be stored in the system folder to be trans ferred to the instrument 1 To load firmware and languages Select F1 Firmware EDM FW Logo The Select File screen will appear To load only languages Select F2 Language s only and skip to step 4 2 Select the firmware file from the system folder of the USB memory stick 3 Press Cont 4 The Upload Languages screen will appear displaying all language files in the system folder of the USB memory stick Select Yes or No for a language file to be uploaded At least one language must be set to Yes 5 Press Cont 6 Once successfully loaded the system will shut down and restart again automat ically TS06 09 plus Tools 106 10 Data Management 10 1 Manage Access Select Le Manage from the Main Menu Manage The Manage Menu contains all functions for entering editing checking and deleting data in the field Manage rS Intern USB K b Job Fixpoints Meas Data 4x 5 6 Ki A J Codes Formats Del Data Menu item Description Job To view create and delete jobs Jobs are a summary of data of different types for example fixed points measurements or codes The job definition consists of the job name and user The system generates time and date at the time of creatio
104. height difference are not entered the point on the horizontal alignment is the hinge point Pl Measured point Horizontal alignment Defined offset Defined height difference Hinge point Actual slope Natural surface Offset to hinge point Offset to alignment Height difference to hinge point Height difference to alignment Jzn bm Do OC D Defined chainage and increment values will not be considered in the subprogram Check Press Ch Slp from the Define Stake Check Slope values screen Slope Check Hinge Val 9 Slope Height ALignmt PtID 404 hr 2 047 m Offset rie Chainage 12 809 m Offs Hng 0 250 m AH Hinge 0 832 m Act Slp 1 1 892 h v Meas Dist Store 4 Field Description Offset Defined horizontal offset Left Right or Center Chainage Current chainage from measured point Offs Hng Offset to hinge Measured offset to the horizontal alignment including offset right and offset left AH Hinge Height difference to the hinge point The vertical offset between the defined height at the current chainage and the measured position including defined height difference Act SIp The measured slope ratio of the measured point to the hinge point Hinge Slope distance from the measured point to the hinge point Height Height value of the measured point Offs Aln Measured offset to the horizontal alignment excluding offset right and
105. her point is selected The system supports a maximum of 10 points No position computeddue to bad data The measurements may not allow final station coordinates Eastings Northings to be computed No height computed due to bad data Either the target height is invalid or insufficient measure ments are available to compute a final station height Face I II mismatch This error occurs if a point was measured in one face and the measurement in the other face differs by more than the specified accuracy limit for the horizontal or vertical angle No data meas ured Measure point again There is insufficient data measured to be able to compute a position or height Either there are not enough points used or no distance measured Press Set to set the station coordinates and or orientation and return to the Programs Menu e Ifa target point is measured several times in the same face only the last valid measurement is used for computation For Method Resection e The prism used for face and face Il measurements must be the same e f different codes for face and Il are used then the code of face is used If only face Il is measured with a code then the code of face Il is assigned to the point TS06 09 plus Programs 44 XML output does not allow a change of the ppm value during Stn Setup measure ments e f the scale is calculated then the standard deviation o
106. ht and offset left AH Hinge Height difference to the hinge point The vertical offset between the defined height at the current chainage and the measured position including the defined height difference Hinge Slope distance from the measured point to the hinge point Height Height value of the measured point Act Ch The measured chainage Offs Aln Measured offset to the horizontal alignment excluding offset right and offset left AH Aln Height difference to the alignment The vertical offset between defined height at the current chainage and the measured position excluding the defined height difference Aln Slope distance from the measured point to the alignment Cut situation P1 Measured point P2 Catch point a Horizontal alignment b Hinge point c Cut d A Offset to catch point TS06 09 plus Programs 81 Fill situation P1 Measured point b A P2 Catch point O por a Horizontal alignment P pi fc b Hinge point ITT c Fill Mul d A Offset to catch point Next step e Either press Meas to measure and record Or press ESC to return to the Define Stake Check Slope values screen TS06 09 plus Programs 82 6 13 7 Check Slope Description Le Access Slope Check Hinge Val Next step The subprogram Check Slope is used for as built checks and to get information about slopes for example on a natural surface If the parameter offset left right and
107. ic parabola has to be defined by Start chainage and start height of P1 End chainage and end height of P2 Parameter or Length L grade of entry straight Grade In and grade of exit straight Grade Out 96 4396 27 778i E P2 P1 L E E Pl Start point kt E Se R P2 End point i eu m L Length 96 Slope TS06 09 plus Programs 75 Horizontal and vertical geometry elements combined Le Slope elements a Horizontal alignment top view R1 Radius 1 R2 Radius 2 al Straight 32 Curve with R1 a3 Partial spiral with R1 and R2 a4 Curve with R2 a5 Spiral out with R2 and R a6 Straight b Vertical alignment front view bl Straight b2 Curve b3 Straight b Parabola b5 Straight e Tangent point Start and end chainage and tangent points vertical alignments can be different for the horizontal and d Explanation of the slope elements a Horizontal alignment at a defined chainage 0 mer Measured point Horizontal alignment Hinge point Slope Catch point Natural surface Defined offset Defined height difference Cut situation for defined slope A Offset to catch point TFTA pm Oo Or D b Hinge point is defined by entered offset left right and height difference C Slope ratio d Catch point or daylight point indicates the point of intersection between the slope and the natural surface Both the hinge point and the catch poi
108. inate of the point Station Setup Starting Station Setup Description Station Setup is a program used when setting up a station to determine the station coordinates and station orientation A maximum number of 10 known points can be used to determine the position and orientation PO Instrument station Pl Known point P2 Known point E P3 Known point Z Wee P2 TS06 09 plus Programs 39 Setup methods The following setup methods are available Setup method Description Orientation with Angle The station is known Aim at a target to set the orientation Orientation with Coordinates The station and target coordinates are known Aim at a target to set the orientation Height Transfer The station is known a new station height must be computed Measure to one or more known targets to compute new height for the station Resection The station is unknown Measure to two or more target points to compute station coordinates and orientation Scale setting is configurable Helmert Resection The station is unknown Measure to two or more target points to compute station coordinates and orientation The measured angles and distances are adjusted based on coordinates of a local and global system A 2D Helmert transformation is used with four shift x shift y rotation and scale or three shift x shift y rotation parameters depending on the scale setting in the configuration P
109. ine Stake Check Slope values screen TS06 09 plus Programs 78 6 13 5 Check Description Le Access 3D Road Check Next step The subprogram Check is used for as built checks The points can be measured or selected from the memory The chainage and offset values are relative to an existing horizontal alignment and the height difference is relative to a vertical alignment or manually entered height PO Instrument station U P2 Pl Target point Pl d uot P2 Target point CG td i a Horizontal alignment Kess b Chainage c Offset positive c Offset negative d Height difference positive d Height difference negative Defined chainage and increment values will not be considered in the subprogram Check Press Check from the Define Stake Check Slope values screen 3D Road Check S Local Coord PtID 404 hr 1 500 m Offset Center 4Ib Chainage 8 390 m Offset D 000 m Ht Diff 0 542 m Meas Dist Store 4 Field Description Offset Defined horizontal offset Left Right or Centre Chainage Current chainage from measured point Offset Perpendicular offset to alignment Ht Diff Height difference between the measured point and the defined height AEast Calculated difference in Easting coordinate between the measured point and the alignment element ANorth Calculated difference in Northing coordinate between the measured point and the align
110. instrument the user is able to choose their preferred language The language choice screen is only shown if multiple languages are loaded onto the instrument and Lang Choice On is set in the instrument settings Refer to 4 2 Regional Settings The alphanumerical keypad is used to enter characters directly into editable fields Numeric fields Can only contain numerical values By pressing a key of the keypad the number will be displayed e Alphanumeric fields Can contain numbers and letters By pressing a key of the keypad the first character written above that key will be displayed By pressing several times you can toggle through the characters For example 1 S T gt U gt 1 S TS06 09 plus User Interface 14 Edit fields Le Special characters 2 6 Cg ESC Deletes any change and restores the previous value BEW C amp T a Ge Moves the cursor to the left o of Moves the cursor to the right an S Inserts a character at the cursor position e o Deletes the character at the cursor position Y amp D gt In edit mode the position of the decimal place cannot be changed The decimal place is skipped Character Description Used as wildcards in search fields for point numbers or codes Refer to 2 6 Pointsearch In the alphanumeric character set an are treated as normal alphanumeric characters with no mathematical function cgo only appear in front of an entr
111. io communications However there is no guarantee that interference will not occur in a particular installation If this equipment does cause harmful interference to radio or television reception which can be determined by turning the equipment off and on the user is encouraged to try to correct the interference by one or more of the following measures e Reorient or relocate the receiving antenna e Increase the separation between the equipment and the receiver Connect the equipment into an outlet on a circuit different from that to which the receiver is connected Consult the dealer or an experienced radio TV technician for help Changes or modifications not expressly approved by Leica Geosystems for compliance could void the user s authority to operate the equipment Complies with FDA performance standards for laser products except for deviations pursuant to Laser Notice No 50 dated June 24 2007 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harmful interference and 2 this device must accept any interference received including interference that may cause undesired operation E TSOX 085 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harmful interference and 2 this device E US LISTED must
112. irections 130 AN caution From a safety perspective class 2 laser products are not inherently safe for the eyes Precautions 1 Avoid staring into the beam 2 Avoid pointing the beam at other people Labelling ia Laser Radiation Do not stare into the beam Class 2 Laser Product according to IEC 60825 1 2007 03 Po x 1 00 mW 620 690 nm a Will be replaced by a class 3R warning label if applicable TSOX 084 a Laser beam b Exit for laser beam 13 7 Electromagnetic Compatibility EMC Description The term Electromagnetic Compatibility is taken to mean the capability of the product Z warnine to function smoothly in an environment where electromagnetic radiation and electro static discharges are present and without causing electromagnetic disturbances to other equipment Electromagnetic radiation can cause disturbances in other equipment Although the product meets the strict regulations and standards which are in force in this respect Leica Geosystems cannot completely exclude the possibility that other equipment may be disturbed TS06 09 plus Safety Directions 131 N caution N caution Bluetooth Z warnine There is a risk that disturbances may be caused in other equipment if the product is used with accessories from other manufacturers for example field computers personal computers two way radios non standard cables or external b
113. l and a vertical alignment Any project point P1 has E N and H coordinates in a determined coordinate system and has three positions Pl Position on natural surface P1 Position on vertical alignment DUT Position on horizontal alignment With a second point P2 the alignment is defined DU P2 Projection of the alignment onto the natural surface P1 P2 Vertical alignment DUT B Horizontal alignment a Grade angle between the vertical and hori zontal alignment a Natural surface b Horizontal alignment C Vertical alignment For onboard input Road 3D supports the following elements for horizontal alignments Element Description Straight A straight has to be defined by Start point P1 and end point P2 with known Easting and Northing coordinates P2 d Pl Start point pI P2 End point Curve A circular curve has to be defined by Start point P1 and end point P2 with known Easting and Northing coordinates e Radius R Direction Clockwise b or Anticlockwise a Pl Start point P2 End point R Radius a Anticlockwise direction b Clockwise direction Spiral A spiral is a transition curve whose radius changes along its length A Clothoid spiral has to be defined by Start point P1 and end point P2 with known Easting and Northing coordinates Radius at the start of the spiral R Spiral parameter a yL R or length L of the spiral Direction C
114. ld Description Bearing Azimuth between point 1 and point 2 Grade Grade between point 1 and point 2 Aa Slope distance between point 1 and point 2 Aa Horizontal distance between point 1 and point 2 A a Height difference between point 1 and point 2 Press ESC to exit the program TS06 09 plus Programs 62 6 9 Area amp DTM Volume Description Area amp DTM Volume is a program used to compute online areas to a maximum of 50 points connected by straights The target points have to be measured selected from memory or entered via the keypad in a clockwise direction The calculated area is projected onto the horizontal plane 2D or projected onto the sloped reference plane defined by three points 3D Furthermore a volume can be computed by automatically creating a digital terrain model DTM ec PO Instrument station Pl Target point which defines the sloped reference plane P2 Target point which defines the sloped reference plane P3 Target point which defines the sloped reference plane P4 Target point a Perimeter 3D polygonal length from the start point to the current measured point of the area 3D b Area 3D projected onto the sloped reference plane c Perimeter 2D polygonal length from the start point to the current measured point of the area 2D d Area 2D projected onto the horizontal plane Access Area amp DTM Volume 1 Select e Programs from the Main Menu 2 Select oh Area
115. llumination Name Description RS232 5 pin LEMO O for power communication data transfer This port is located at the base of the instrument USB host port USB memory stick port for data transfer USB device port Cable connections from USB devices for communication and data transfer Bluetooth Bluetooth connections for communication and data transfer Only for instruments fitted with a Communication side cover 101 9 mm locco SP 6600 00000 6006 nM 203 8 mm TS06 09 plus Technical Data 138 Weight Tilting axis height Recording Laser plummet Power Internal battery Environmental specifications Instrument 4 2 kg 4 5 kg depending on hardware configuration Tribrach 760g Battery GEB211 110g Battery GEB212 110g Battery GEB221 210g Battery GEB222 210g Without tribrach 196 mm With tribrach 240 mm 5 mm GDF111 Model Memory Type Capacity MB Number of measure ments TSO6 plus TS09 Internal memory 11 60 000 plus Type Visible red laser class 2 Location In standing axis of instrument Accuracy Deviation from plumb line Diameter of laser point 1 5 mm 2 sigma at 1 5 m instrument height 2 5 mm at 1 5 m instrument height External supply voltage via serial interface Nominal vol
116. lockwise or Anticlockwise Spiral type Spiral in or Spiral out TS06 09 plus Programs 73 Element Description PAS Re lt Pl Start point XR P2 End point E P H Radius uon L Length Spiral types Entry spiral Spiral in A Spiral with a radius of infinity at the start and a given radius at the end Exit spiral Spiral out B Spiral with a given radius at the start and radius of infinity at the end e Partial Ovoid spiral A spiral with a given radius at the start and another given radius at the end B A Lm 2 Ad B Entry spiral Exit spiral TS06 09 plus Programs 74 Vertical geometry elements For onboard input Road 3D supports the following elements for vertical alignments Element Description Straight A straight has to be defined by Start chainage and start height of P1 End chainage and end height of P2 or length L and slope 96 p2 pl i Pl Start point puer ce Kies l P2 End point Ed E L Length PIE P2 Slope Transition A circular curve has to be defined by curve Start chainage and start height of P1 End chainage and end height of P2 e Radius R e Type Convex crest or Concave sag b a Convex R R b Concave as is Pl Start point Sf P2 End point p H Radius Quadratic A quadratic parabola has the advantage that the rate of change of grade parabola is constant resulting in a smoother curve A quadrat
117. m the product and the charger before storing e After storage recharge batteries before using Protect batteries from damp and wetness Wet or damp batteries must be dried before storing or use Astorage temperature range of 20 C to 30 C 4 F to 86 F in a dry environment is recommended to minimise self discharging of the battery At the recommended storage temperature range batteries containing a 5096 to 10096 charge can be stored for up to one year After this storage period the batteries must be recharged TS06 09 plus Care and Transport 123 12 4 Cleaning and Drying Objective eyepiece and reflectors Fogging of prisms Damp products Cables and plugs Blow dust off lenses and prisms Never touch the glass with your fingers e Use only a clean soft lint free cloth for cleaning If necessary moisten the cloth with water or pure alcohol Do not use other liquids these may attack the polymer components Prisms that are cooler than the ambient temperature tend to fog It is not enough simply to wipe them Keep them for some time inside your jacket or in the vehicle to allow them to adjust to the ambient temperature Dry the product the transport container the foam inserts and the accessories at a temperature not greater than 40 C 104 F and clean them Remove the battery cover and dry the battery compartment Do not repack until everything is completely dry Always close the transport c
118. ment element Either press Meas to measure and record Or press ESC to return to the Define Stake Check Slope values screen TS06 09 plus Programs 79 6 13 6 Stake Slope Description The subprogram Stake Slope is used to stake out the catch point which is the inter section point of a defined slope with the natural surface The slope is always defined as starting from a hinge point If the parameter offset right left and height difference are not entered the point at the defined chainage on the horizontal alignment is the hinge point Pl Measured point a Horizontal alignment b Defined offset c Defined height difference g d Hinge point e Defined slope f Catch point g Natural surface h A Offset to catch point i Cut fill to catch point J Offset to hinge point k Offset to alignment Height difference to hinge point m Height difference to alignment Access Press Stk Sip from the Define Stake Check Slope values screen Define Slope Road 3D o Stakeout Config Define Slope Stakeout Offset Sie Def Chain 10 ODO 4IP SlopeType Right down dib SlopeGrade 1 000 2 000 h v Back Default Cont Field Description Offset Horizontal offset from the horizontal alignment to define the hinge point Def Chain Defined chainage for stakeout SlopeType Type of slope Refer to Slope Type SlopeGrade Slope ratio Refer to Slope Grade Slope Type L
119. met screen as Keypad is set to numeric mode Displayed when an editable field is highlighted For C amp T Tapping the icon switches to alphanumeric mode Keypad is set to alphanumeric mode Displayed when an edit able field is highlighted For C amp T Tapping the icon switches to numeric mode ipe Ww RS232 communication port is selected For C amp T Tapping the f icon opens the Interface Settings screen e 9 Bluetooth communication port is selected If there is a cross beside the icon the Bluetooth communication port is selected but the status is inactive For C amp T Tapping the icon opens the Interface Settings screen rl NR USB communication port is selected For C amp T Tapping the icon opens the Interface Settings screen auto m Communication is set to auto detect For C amp T Tapping the i icon opens the Interface Settings screen The battery symbol indicates the level of the remaining battery capacity 100 full shown in the example For C amp T Tapping the icon opens the Info screen A Offset is active Indicates that horizontal angle is set to left side angle meas urement anticlockwise TS06 09 plus User Interface 13 2 4 Softkeys Description Common softkey functions 2 5 Softkeys are selected using the relevant F1 to F4 function key This chapter describes the functionality of the common softkeys used by the system The more specialised softkeys are described wher
120. metre Protective cover Lens hood Cleaning cloth GEV223 data cable USB mini USB for instruments with a Communication side cover GMP111 mini prism Optional Container contents part 2 of 2 j k l n o p q r s t Adjustment tools GFZ3 diagonal eyepiece GEB211 GEB212 GEB221 GEB222 batteries m GKL211 battery charger GAD105 flat or mini prism adapter MS1 Leica industrial grade USB memory stick for instruments with a Communica tion side cover GEB212 GEB211 GEB221 GEB222 battery Tip for mini prism pole Counterweight for diagonal eyepiece Manuals GLS115 mini prism pole Optional TS06 09 plus Description of the System Instrument compo nents part 1 of 2 Instrument compo nents part 2 of 2 Communication side cover 1 3 Instrument Components g h i j k Kk Compartment for USB memory stick and USB cable ports Bluetooth antenna Optical sight Detachable carrying handle with mounting screw Electronic Guide Light EGL Objective with integrated Electronic Distance Measurement EDM Exit for EDM laser beam Vertical drive On Off key Trigger key Horizontal drive Second keyboard Optional for TS06 plus Optional for TS06 plus TSO9 plus l n o p q r S Focusing telescope image m Eyepiece focusing graticule Battery cover Serial interface RS232 Foot screw Display
121. n Fixpoints To view create edit and delete fixpoints Valid fixed points contain at least the point ID and the coordinates E N or H Meas Data To view edit and delete measurement data Measurement data available in the internal memory can be searched for via a specific point search or by viewing all points within a job The PtID hr code and code details can be edited cg Ifthe details of a point have been edited any new calcula tions will use the new point details However any previ ously stored calculation results based on the original coor dinates of the point will not be updated Codes To view create edit and delete codes To each code a description and a maximum of 8 attributes with up to 16 characters each can be assigned Formats To view and delete data format files Del Data To delete individual jobs fixpoints and measurements of a specific job or all jobs in the memory Ce Deleting the memory cannot be undone After confirming the message all data is permanently deleted USB Stick To view delete rename and create folders and files stored on the USB memory stick Only available if the instrument is fitted with a Communication side cover and a USB memory stick is inserted Refer to 10 4 Working with a USB Memory Stick and Appendix B Directory Structure TS06 09 plus Data Management 107 10 2 Exporting Data Description Job data format files configuration sets and codelists can be exp
122. n Default hi Ori with Coord EI 1 400 m Find List ENH Select the desired setup method Enter the station number or press Find or List to select an existing point If the entered station number can not be found in the current job then the Point Search screen appears Select a different job to search or press ENH to enter the coordinates manually ENH is only available for the methods Ori with Angle Ori with Coord and H Trans For all methods except Ori with Angle and Local Resection press Cont to continue to the Enter Target Point screen For the Ori with Angle method Cont continues to the Manual Angle Setting screen Refer to 6 2 2 Measuring the target points Sight target point For the Local Resection method Cont continues to the Meas Pt1 Origin 0 0 0 screen The first point measured is the origin of the coordinate system The second point measured is depending on the setting either the North or East direction of the coordinate system Enter Target Point Enter the PtID of the target Press Cont to search for the point in the current job Select the desired point or enter new coordinates and continue to the Sight target point screen Refer to 6 2 2 Measuring the target points Sight target point TS06 09 plus Programs 41 6 2 2 Measuring the target points Manual Angle Setting Available for Method Ori with Angle only Sight target point Station Setup Result Enter the
123. ndard deviation limits or crossed if it is not Accur If the standard deviation for Height is calculated a checkbox is Height displayed The checkbox is checked if the calculated Height is within the standard deviation limits or crossed if it is not Accur Hz If the standard deviation for the Hz Orientation angle is calculated a checkbox is displayed The checkbox is checked if the calculated Hz Orientation is within the standard deviation limits or crossed if it is not TS06 09 plus Programs 42 6 2 3 Station Setup Results Computation proce The computation of the station position is done via the Method selected in Enter dure Station Data If more than the minimum required measurements are performed the procedure uses a least squares adjustment to determine the 3D position and averages orientation and height measurements The original averaged face and face II measurements are used for the computation process All measurements are treated with the same accuracy whether these are measured in single or dual face Easting and Northing are determined by the least squares method which includes standard deviation and improvements for horizontal direction and horizontal distances The final height H is computed from averaged height differences based on the original measurements For the methods Ori with Coord and H Trans the height can be selected from old average and new e The horizontal dir
124. ne a reference arc and then complete the following tasks with respect to the arc Line amp offset e Stakeout Point Arc Chord Angle l Select Programs from the Main Menu 2 Select E Ref Arc from the Programs Menu 3 Complete program pre settings Refer to 5 Programs Getting Started Define the reference arc Defining the Reference Arc Description Le Access Reference Arc Measure to start point The reference arc can be defined by acenter point and start point astart point end point and radius or bythree points All points can be either measured manually entered or selected from the memory 9 Reference arc PO Instrument station Pl Start point P2 End point P3 Center point r Radius of arc All arcs are defined in a clockwise direction and all calculations are made in two dimen sions Select Ref Arc and then the method to define the arc by es F1 Centre Start Point e F2 Start amp End Pt Radius F33Points Field Description Start Pt Point ID of the start point Centre Pt Point ID of the center point Mid Pt Point ID of the mid point End Pt Point ID of the end point Radius Radius of the arc Next step After defining the reference arc the Reference Arc Info screen will appear TS06 09 plus Programs 56 Reference Arc Info Reference Arc m Info Start Pt 444 Mid Pt en End Pt 445
125. not possible TS06 09 plus Tools 101 9 3 System Information Description Access Info The Info screen displays instrument system and firmware information as well as settings for the date and time Ce Please provide the instrument related information such as instrument type serial number and equipment number as well as the firmware version and build number when contacting support l Select d Tools from the Main Menu 2 Select Info from the Tools Menu Page 1 4 or System This screen displays information about the instrument and operating system Instr Type Serial No g quip No Reset P Type lt To reset all settings to the system default Instr Temp Battery Options Reset Options To display hardware related options Page 2 4 or Softw Info ES System Softw Memory Dates Instr Firmware V 2 9 Build Number E 418 Active Language PEE Apps V 3 0 i i i EDH Firmware von To E list ae Oper System WinCE 5 0 Cord on the instrument A check mark is display in the check box beside each program that Apps Back is licenced Field Description Instr Firmware Displays the firmware version number installed on the instru ment Build Number Displays the build number of the firmware Active Language Displays the current language and version number selected for the instrument EDM Firmware Displays the version number of the EDM firm
126. nt dl Known distance d2 Difference in height a Azimuth Define the base line by measuring or selecting the start and end points of the line Next step After defining the base line the Reference Line Info screen will appear for defining the reference line 4 iP2 TS06 09 plus Programs 48 6 5 3 Defining the Reference Line Description Access Reference Line Info The base line can be offset from either longitudinally in parallel or vertically or be rotated around the first base point This new line created from the offsets is called the reference line All measured data refers to the reference line PO Instrument station Pl Start point P2 End point dl Base line d2 Reference line Pl Base point P2 Base point a Baseline dl Parallel offset d2 Longitudinal offset P3 Reference point r Rotation parameter b Reference line After completing the measurements required for defining the base line the Reference Line Info screen will appear Reference Line 9 Grid Info Shifts To stake out a grid relative to the reference line Point 1 445 Point2 446 meas Pt l Length 12 606 m To measure Line amp Offset Stake Select Height Reference Ref Height MEER To stake out points orthogonal to the reference line 4 NewBL Grid Meas Pt Stake 4 To define a new base line 4 Shift 0 To reset all offset values to O 4 Segment To subdivide a reference line into a
127. nt lie on the slope e Natural surface is the undisturbed surface before project construction Cut Fill Description Cut situation d a d a Horizontal alignment b Hinge point B a c Slope d Catch point e Natural surface Fill situation b a a Horizontal alignment b Hinge point 1 i d c Slope son d Catch point e Natural surface TS06 09 plus Programs 76 6 13 3 Creating or Uploading Alignment Files Description Access Select Alignment File Define Stake Check Slope Create horizontal and vertical road alignment files with FlexOffice Road Line Editor and upload them onto the instrument using the Data Exchange Manager Alternatively horizontal and vertical road alignments can be created onboard the instrument l Select e Programs from the Main Menu 2 Select 4 Road 3D from the Programs Menu 3 Complete program pre settings Refer to 5 Programs Getting Started Field Description Horiz Aln List of available horizontal alignment files c Using a horizontal alignment file is mandatory Verti Aln List of available vertical alignment files Cg Using a vertical alignment file is not mandatory A height can be defined manually instead Next step Either press New to name and define a new alignment file Or press Cont to select an existing alignment file and proceed to the Define Stake Check Slope values screen
128. nt to the stake out point Positive if stake out point is to the right of the measured point Next step Either press Meas to measure and record Or press ESC to return to the Enter start chainage of grid screen and from there press Back to return to the Reference Line Info screen TS06 09 plus Programs 53 6 5 7 Line Segmentation Description The line segmentation subprogram calculates and displays the stake out elements for the points along the line orthogonal AL AO AH and polar AHz A a A al Line Segmentation is limited to the reference line between the defined start and end points of the line Example Line Segmentation Stakeout d2 A P2 PO Instrument station T Pl First reference point di P2 Second reference point a Reference line dl Segment length d2 Misclosure Access Press Segment from the Reference Line Info screen Segment Definition Enter either the number of segments or the length of segments and define how the remaining line length is treated This misclosure can be placed at the start at the end at the start and the end or distributed evenly along the line Line Segment 5 Config Define Line Segment Line Length 12 606 m Segment Length ER Segment No 4 isclosure 2 106 m Distrib None 4Ib Field Description Line Length Calculated length of the defined reference line Segment Length of each segment Updated automatically if the
129. number of Length segments is entered Segment No Number of segments Updated automatically if the segment length is entered Misclosure Any remaining line length after segment length has been entered Distrib Method of misclosure distribution None All of the misclosure will be placed after the last segment At start All of the misclosure will be placed before the first segment Equal The misclosure will be equally distributed between all segments StartEnd The misclosure is equally distributed at the start and at the end of the segment line Next step Press Cont to proceed to the Line Segment Stakeout screen TS06 09 plus Programs 54 Line Segment Stakeout Messages Next step The signs for the distance and angle differences are correction values required minus actual The arrows indicate the direction to move to get to the stake out point Line Segment Stakeout Ez A Meas Dist Store EDM Field Description Segm Segment number Includes the misclosure segment if applicable CumL Cumulation of the segment lengths Changes with the current number of segments Includes the misclosure segment length if applicable AHz Horizontal direction from the measured point to the stake out point Positive if the telescope must be turned clockwise to the stake out point Aa Horizontal distance from the measured point to the stake out point Positive if the stake ou
130. occur in the ASCII file TS06 09 plus Data Management 109 cg Road Data Format and Backup data types and the ASCII data format are only avail able for data exports to a USB memory stick not via the RS232 serial interface Cg All jobs formats codelists and configurations will be stored in the backup folder created on the USB memory stick The job data will be stored as individual database files for each job which can then be imported again Refer to 10 3 Importing Data Exportable job data Job data can be exported from a job in dxf gsi csv and xml file types or any other formats user defined ASCII format A format can be defined in FlexOffice Format Manager Refer to the online help of FlexOffice for information on creating format files RS232 example job data output Within the Data Type setting Measurements a data set could be shown as follows 11 00000D19 21 022 16641826 22 022 09635023 31 00 00006649 58 16 00000344 81 00 00003342 82 00 00005736 83 00 00000091 87 10 00001700 GSI IDs GSI IDs continued 11 e PtID 41 49 Codes and attributes 21 Horizontal direction 51 2 ppm mm 22 Vertical angle 58 Prism constants 25 Orientation 81 83 E N H Target point 31 Slope distance 84 86 E N Hl Station point 32 Horizontal distance 87 Reflector height 33 s Height difference 88 2 Instrument height TS06 09 plus Data Management 110 10 3
131. ocess by indicating an error Hz Corr On Horizontal corrections are activated For normal operation the horizontal correction should remain active Each measured horizontal angle will be corrected depending on the vertical angle For corrections depending on the Tilt Corr setting refer to the table Tilt and horizontal corrections Off Horizontal corrections are deactivated Face I Def Sets the face in relation to the position of the vertical drive V Left Sets face to be when the vertical drive is on the left of the instrument V Right Sets face to be when the vertical drive is on the right of the instrument Tut and horizontal Setting Correction corrections Tilt correc Horizontal Incline longi Incline Horizontal Tilting axis tion correction tudinal transversal collimation Off On No No Yes Yes On On Yes Yes Yes Yes Off Off No No No No On Off Yes No No No TS06 09 plus Settings 24 4 2 Regional Settings Access l Select yy Settings from the Main Menu 2 Select amp Regional from the Settings Menu 3 Press 8 to scroll through the screens of available settings Regional Settings V After DIST ang Choice anguage e WK Delete To delete an inactive language Available when the language is highlighted Field Description Hz Increment Right Set horizontal angle to clockwise direction measure ment Left Set horizontal angle to counter
132. oint and the calculated point The Reference Arc program supports four ways to stake out e Stake out point e Stake out arc e Stake out chord Stake out angle To stake out a point by entering a line and an offset value PO P1 P2 P3 P4 a b c Center point of arc Start point of arc Measured point Stake out point End point of arc Radius of arc Line offset Perpendicular offset To stake out a series of equidistant points along the arc P3 P4 PO D P1 P2 P3 P4 a see PI a PO b c U N Center point of arc Start point of arc Stake out point Stake out point End point of arc Radius of arc Arc length To stake out a series of equidistant chords along the arc P3 P4 PO P1 P2 P2 P3 N 5 P1 PO a b Center point of arc Start point of arc Stake out point Stake out point End point of arc Radius of arc Chord length To stake out a series of points along the arc defined by the angle segments from the center point of the arc P3 P4 PO Pl P2 P2 P3 SU 2 a saxos Pl a PO b Center point of arc Start point of arc Stake out point Stake out point End point of arc Radius of arc Angle 1 Press Stake from the Reference Arc Info screen 2 Select one of the four methods of stake out available TS06 09 plus Programs 58 Stake out point arc chord or angle Reference Arc Stakeout Next step Enter the stake out values Press CentreP to st
133. oints can be defined as 1D 2D or 3D Local Resection The station is unknown Measure distances to two points e To the origin E 0 0 H 0 of the coor dinate system To a point the North or East direction of the coordinate system Scale and standard deviation are not calculated Each setup method requires different input data and a different number of target points Access l Select e Programs from the Main Menu 2 Select L Station Setup from the Programs Menu 3 Select a job Refer to 5 3 Setting the Job 4 Select F2 Settings e Set the standard deviation limits for the position height Hz orientation and the Face I II difference For Local Resection define the positive North or positive East axis For Resection Helmert set the distance weighting that is used in the calculation of the station height in the Resection Set Calc new Scale Yes to calculate the scale for the setup methods Resection and Resection Helmert The scale can then be set at the end of the Resection calculation Measured distances are always reduced with the scale set on the instrument To get a correct result from the scale calcula tion in Resection the Scale PPM in the EDM Settings screen must be set to O Press Cont to save the limits and return to the Stn Setup screen 5 Select F4 Start to begin the program TS06 09 plus Programs 40 Enter Station Data Enter Station Data Statio
134. om the station to the design target TS06 09 plus Programs 43 Field Description Scale Available for Method Resection and Method Res Helm The calcu lated scale if available Apply Scale Yes or No Select Yes to use the calculated scale as the system PPM scale This overwrites any PPM scale previously set in the EDM Settings screens Select No to keep the existing PPM value in the system and not apply the calculated scale Target Residuals Messages Next step L The Target Residuals screen displays the computed residuals for the horizontal and vertical distances and the horizontal direction Residual Calculated value Measured value Use indicates if and how a target point is used in the station calculation Choices are 3D 2D 1D and Off Description of fields Field Description 3D Easting Northing and Height coordinates are used for the calculation 2D Easting and Northing coordinates are used for the calculation 1D Only the height of the point is used for the calculation Off The point is not used for the calculation The following are important messages or warnings that may appear Messages Description Selected point has invalid data Check data and try again This message occurs if the selected target point has no Easting or Northing coordinate Max 10 points supported 10 points have already been measured and anot
135. on the instrument and if tilt correction is set to On the laser plummet will be activated automatically and the Level amp Plummet screen appears Otherwise press the FNC Favourites key from within any program and select Level amp Plummet cg The bubble of the electronic level and the arrows for the rotating direction of the footscrews only appear if the instrument tilt is inside a certain level ling range Centre the electronic level of the first axis by turning the two footscrews Arrows show B Piuenet the direction of rotation required The first axis is levelled when the bubble is exactly between the squared brackets of the ona p E single axis bubble tube cg When levelled correctly checkmarks are displayed For the Color amp Touch display only If the instrument is not levelled to one axis then the icons for the single axis bubble tube and the circular bubble are framed red else they are black Centre the electronic level for the second Level amp Plummet axis by turning the last footscrew An arrow Prunet shows the direction of rotation required i WE Es z T wm TS06 09 plus Operation 18 Ce When all three bubbles are centred the instrument has been perfectly levelled up 6 Accept with Cont Change the inten External influences and the surface conditions may require the adjustment of the sity of the laser intensity of the laser plummet plummet L
136. onmental Management Systems ISO standard 14001 Ask your local Leica Geosystems dealer for more informa tion about our TQM program 797516 1 0 0en Original text Published in Switzerland 2012 Leica Geosystems AG Heerbrugg Switzerland Ki when it has to be right Seica Geosystems
137. ontainer when using in the field Keep plugs clean and dry Blow away any dirt lodged in the plugs of the connecting cables TS06 09 plus Care and Transport 124 13 13 1 Safety Directions General Description 13 2 The following directions enable the person responsible for the product and the person who actually uses the equipment to anticipate and avoid operational hazards The person responsible for the product must ensure that all users understand these directions and adhere to them Definition of Use Intended use Adverse use 13 3 Measuring horizontal and vertical angles Measuring distances Recording measurements Visualizing the aiming direction and vertical axis e Data communication with external appliances Computing by means of software Use of the product without instruction Use outside of the intended use and limits Disabling safety systems Removal of hazard notices Opening the product using tools for example screwdriver unless this is permitted for certain functions Modification or conversion of the product Use after misappropriation Use of products with recognisable damages or defects Use with accessories from other manufacturers without the prior explicit approval of Leica Geosystems Deliberate dazzling of third parties Controlling of machines moving objects or
138. or any prism modes the user can define two of their User 2 own prisms Constants can be entered in mm in either Leica Const or Abs Const For example User prism constant 30 0 mm Leica Const 4 4 mm 34 4 30 4 4 Abs Const 30 0 mm Leica Const This field displays the Leica prism constant for the selected Prism Type Where Prism Type is User 1 or User 2 this field becomes editable to set a user defined constant Input can only be made in mm Limit value 999 9 mm to 999 9 mm Abs Const This field displays the absolute prism constant for the selected Prism Type Where Prism Type is User 1 or User 2 this field becomes editable to set a user defined constant Input can only be made in mm Limit value 999 9 mm to 999 9 mm Laser Point Off Visible laser beam is deactivated On Visible laser beam for visualising the target point is acti vated Guide Light Off Guide Light is deactivated On Guide Light is activated The person at the prism can be guided by the flashing lights directly to the line of sight The light points are visible up to a distance of 150 meters This is useful when staking out points Working range 5 m to 150 m 15 ft to 500 ft Positioning accuracy 5 cm at 100 m 1 97 at 330 ft a Flashing red diode b Flashing yellow diode 100 m 300 ft TS06 09 plus Settings 32 EDM Settings Enter Atmospheric Data EDM Settings Ente
139. orted from the internal memory of the instrument Data can be exported via The RS232 serial interface A receiver such as a laptop is connected to the RS232 port The receiver requires Flex Office or another third party software Ee If the receiver is too slow in processing data the data could be lost With this type of data transfer the instrument is not informed about the perfor mance of the receiver no protocol Therefore the success of this type of transfer is not checked The USB device port For instruments fitted with a Communication side cover The USB device can be connected to the USB device port housed in the Communication side cover The USB device requires FlexOffice or another third party software A USB memory stick For instruments fitted with a Communication side cover A USB memory stick can be inserted and removed from the USB host port housed in the Communication side cover No additional software is required for the transfer XML Export The exporting of XML data has some special requirements e XML standards do not allow a mix of imperial and metric measurement systems When exporting XML data all measurements will be converted to the same measurement system as set for the distance unit For example if the distance unit is set to a metric unit metre the pressure and temperature units will be converted to metric units as well even if they are set to imperial units on the instrument The angle unit MIL is
140. point and a direction The circle is defined by the center point and the radius Known Pl First known point P2 Second known point a Direction from P1 to P3 and P4 r Radius as the distance from P2 to P4 or P3 Unknown TM P3 First COGO point P Second COGO point Use the Distance Distance subprogram to calculate the intersection point of two circles The circles are defined by the known point as the center point and the distance from the known point to the COGO point as the radius Known P1 First known point P2 Second known point rl Radius as the distance from P1 to P3 or P4 r2 Radius as the distance from P2 to P3 or P4 Unknown P3 First COGO point P Second COGO point Use the 4 Point subprogram to calculate the intersection point of two lines A line is defined by two points To add a shift for the lines change to page 2 2 for Blacke White display or page Shifts for Color amp Touch display indicates a shift to the right indicates a shift to the left Known P P1 First known point P2 Second known point P5 P3 Third known point P3 P4 Fourth known point a Linefrom P1 to P2 b Line from P3 to P4 Unknown P5 COGO point Pl TS06 09 plus Programs 68 6 11 4 Offsets Access Select the desired COGO subapplication from the COGO Main Menu e DistOff Plane Distance Offset Use the Distance Offset subprogram to calculate the distance and offset of a known point with the basepoint in
141. prism laser dot a Indicated meteorological corrected horizontal distance Height difference between station and target point hr Reflector height above ground hi Instrument height above ground EO NO HO Easting Northing and Height coordinates of station E N H Easting Northing and Height coordinates of target point TS06 09 plus Glossary 146 Appendix AMenu Tree L Depending on local firmware versions the menu items may differ Menu Tree Q Survey Programs Station Setup Survey Stakeout Tie Distance COGO Area amp DTM Volume Remote Height Traverse Reference Line Reference Arc Reference Plane Road 2D Road 3D Manage Job Fixpoints Meas Data Codes Formats Del Data USB Stick Export Import Settings Transfer Work Trigger Key1 Trigger Key2 USER Key 1 USER Key 2 Tilt Corr Hz Corr Face Def Regional Hz Increment V Setting V After DIST Language Lang Choice Angle Unit Min Reading Dist Unit Dist Decimal Temp Unit Press Unit Grade Unit Time 24h Date Format Data Double PtID Sort Type Sort Order Code Record Code Data Output GSI Format GSI Mask Screen Display Ill Keyb Ill Reticle Ill Contrast
142. pted or redone From the Traverse Select screen select an option to move ahead with the traverse or press ESC to redo the last station Field Description F1 Survey Side Enables the measurement of standard survey and topographic shot points Measured points are stored with a Traverse flag If the traverse is finally adjusted these points will be updated Close To exit the Measure Sideshot screen and returns to the Traverse Select screen F2 Move to next Move to the next station The instrument can either be left on or Station turned off If the instrument is turned off and then turned on again later the message Last traverse not yet finished or processed Do you really want to start a new traverse All existing data will be overwritten will display Selecting Yes will re open the Traverse to continue at the new station The start screen for the next station is similar to the Enter Station Data screen The point ID of the foresight point of the last station is suggested as station ID automatically Run through the loop of backsight and foresight measurements until the number of sets is reached F3 Measure By measuring a check point it is possible to check whether the Checkpoint Traverse is still within certain deviations A check point is excluded from the traverse calculation and adjustment however all meas urement data and results observed from a check point are stored 1 Enter the name of the check poin
143. r Projection Scale EDM Settings Enter Individual PPM EDM Settings EDM Signal Reflection ppm handling This screen enables the entry of atmospheric parameters Distance measurement is influenced directly by the atmospheric conditions of the air in which the measure ments are taken In order to take these influences into consideration distance meas urements are corrected using atmospheric correction parameters The refraction correction is taken into account in the calculation of the height differ ences and the horizontal distance Refer to 14 7 Scale Correction for the application of the values entered in this screen Ce When PPM 0 is selected the Leica standard atmosphere of 1013 25 mbar 12 C and 60 relative humidity is applied This screen enables entry of the scale of projection Coordinates are corrected with the PPM parameter Refer to 14 7 Scale Correction for the application of the values entered on this screen This screen enables the entry of individual scaling factors Coordinates and distance measurements are corrected with the PPM parameter Refer to 14 7 Scale Correction for the application of the values entered on this screen This screen tests the EDM signal strength reflection strength in steps of 1 Enables optimal aiming at distant barely visible targets A percentage bar and a beeping sound indicate the reflection strength The faster the beep the stronger the reflec tion Gene
144. r of sets Next step Depending on the traverse method configured after the measurement either the Sight Foresight screen stays active for measuring the foresight point in a second face or the Sight Backsight screen appears for measuring the backsight point To interrupt a set press ESC to exit the backsight or foresight screen The Continue with screen will appear Field Description F1 Redo last Returns to last measured point can be either a backsight or a measurement foresight point The last measurement is not stored F2 Redo whole station Returns to first sight point screen The data from the last station is not stored F3 Exit Traverse Returns to the Programs Menu The traverse stays active and can be continued later The data from the last station is lost F4 Back Returns to the previous screen where ESC was pressed Alternating between screens for the backsight and foresight measurements continues according to the configured number of sets The number of sets and the face are indicated in the top right corner of the screen For example 1 I means set 1 in face I TS06 09 plus Programs 87 6 14 4 Moving ahead Number of defined sets is achieved Moving ahead with the traverse 6 14 5 When the number of defined sets is achieved the Traverse Select screen is displayed automatically The accuracy of the set measurements is checked The set can be acce
145. ral handling Handling of Geom ppm Atmos ppm Indiv ppm Slope distance Not applied Applied Applied Horizontal distance Not applied Applied Applied Coordinates Applied Applied Applied Exceptions Program Stakeout Geometric reduction values are applied to calculate and display the horizontal distance difference so that the position of points to be staked is found correctly LandXML Data To import and use the measurements into LGO the distances recorded in LandXML differ from the distances on the instrument Handling of Geom Atmos Indiv ppm tag ppm ppm ppm Slope distance Not applied Applied Not applied Available Horizontal distance Applied Applied Applied Unavailable Coordinates Applied Applied Applied Unavailable TS06 09 plus Settings 33 4 6 Interface Settings Description For data transfer the communication parameters of the instrument must be set Access l Select yy Settings from the Main Menu 2 Select G Interface from the Settings Menu AS Interface Settings Interface Settings 5 Configi Config2 BT PIN Port Bluetooth N Bluetooth ActiveldlP Een a PIN code for the Bluetooth connec c This softkey is only available for instruments with a Communication side cover The default Bluetooth BT PIN Cont PIN is OOOO Default To reset the fields to the default Leica standard settings Available for RS232 Fi
146. re supported PO Center point Pl Start point of arc P2 End point of arc P3 Point to stake a Anti dockwise b Clockwise c Distance from start of arc following curve d Perpendicular offset from arc r Radius of arc Access Select m Programs from the Main Menu Select l Road 2D from the Programs Menu Complete program pre settings Refer to 5 Programs Getting Started Select the element type e Straight Curve Spiral IU N e Elements d 155 000 Og d 132 000 Straight Spiral Curve Radius d 122 000 20 co D Te Perpendicular offset left Perpendicular offset right Increment Chainage an cuo Define the element 1 Enter measure or select from memory the start and end points step by step 2 For curve and spiral elements the Road 2D screen for defining the element appears Road 2D L Config Select method and enter data Method Rad Par 4D Radius 400 000 m Parameter 600 000 m Length 900 000 m Direction gt Type i Spir Inid Back Cont 3 Fora curve element e Enter the radius and curve direction Press Cont For a spiral element ev Select the method to be used Rad Par or Rad Len TS06 09 plus Programs 70 Chainage and method Enter stakeout values e Enter the radius and parameter or radius and length depending on the method chosen Select the type and direction of the spiral Press Cont Spiral type B A
147. rogram for Black amp White display or tab on an icon for Color amp Touch display to select the specified program in the Programs Menu Pre settings for Survey is shown as an example Any additional settings for particular programs are explained within the chapters for those programs Config 1 F1 Set Job 1 1 F2 Station Setup 2 2 Setting has been made Setting has not been made F4 Start 4 F1 F4 To select menu item Elena F4 Field Description F1 Set Job To define the job where data will be saved Refer to 5 3 Setting the Job F2 Station Setup To determine the station coordinates and station orientation Refer to 5 4 Station Setup FA Start Starts the selected program Setting the Job Description Access Select Job All data is saved in Jobs like file directories Jobs contain measurement data of different types for example measurements codes fixed points or stations Jobs are individually manageable and can be exported edited or deleted separately Select F1 Set Job in Config screen Select Job S Data Job EE Operator Date 11 01 2011 Time E 10 56 13 New New Cont To create a new job Field Description Job Name of an existing job to be used Operator Name of operator if entered Date Date the selected job was created Time Time the selected job was created
148. rsion into fluids can cause leakage fire or explosions of the batteries Precautions Protect the batteries from mechanical influences and high ambient temperatures Do not drop or immerse batteries into fluids If battery terminals are short circuited e g by coming in contact with jewellery keys metalized paper or other metals the battery can overheat and cause injury or fire for example by storing or transporting in pockets Precautions Make sure that the battery terminals do not come into contact with metallic objects If the product is improperly disposed of the following can happen f polymer parts are burnt poisonous gases are produced which may impair health f batteries are damaged or are heated strongly they can explode and cause poisoning burning corrosion or environmental contamination e By disposing of the product irresponsibly you may enable unauthorised persons to use it in contravention of the regulations exposing themselves and third parties to the risk of severe injury and rendering the environment liable to contamination mproper disposal of silicone oil may cause environmental contamination Precautions The product must not be disposed with household waste Dispose of the product appropriately in accordance with the national regulations in force in your country Always prevent access to the product by unauthorised personnel Product specific treatment and waste management information
149. rt is to a USB memory stick select the desired file location and press Cont Data type Default folder on USB memory stick Job data Jobs Format files Formats Codes Codes 3 Select the data format enter the file name and press Cont or Send If the data format is ASCII the Define ASCII Export screen appears Continue with step 4 For all other data format types a message will display confirming the successful export of data 4 Drum op Define the delimiter value the units Config and the data fields of the file and To rad m press Cont A message will display Incl Header Noli confirming the successful export of Data Fields PtID 4IP East data North 4lP Height 4IP Code 4IP Info Example PtID E N H Code Info Default Cont cg Measurement data are stored in chronological order line by line on the instru ment The XML data format and other format files do not output data chronologically but sort the data in separate blocks During the data export in XML data format or other format files the instrument has to search the whole memory until the required data is found Therefore the data transfer time varies between formats The GSI data format has the best transfer speed performance cg A oralphanumerical characters should not be used as delimiter values in ASCII files These characters can also be part of the point ID or coordinate values and if so will generate errors where they
150. rument beeps when the distance from the current position to the point to be staked is lt 0 5 m The closer the prism is to the point to be staked the faster the beeps will be Off Beep is deactivated Stakeout Stakeout gt 4 B amp Dist To enter the direction and horizontal distance to a stake out point 4 Manual To manually enter coordinates of a point 4 Survey To switch to the Survey program Press ESC to return to the Stakeout screen A Meas Dist Store 4 Cg Refer to 2 7 Graphic Symbols for a description of the graphic elements Field Description Find Value for Point ID search After entry the firmware searches for matching points and displays these in PtID If a matching point doesn t exist the pointsearch screen opens Pt Displays the type of point selected Type ID e Fixpt or Meas AHz Angle offset Positive if stake out point is to the right of the measured point AA Horizontal offset Positive if stake out point is further away than the meas ured point A ul Height offset Positive if stake out point is higher than the measured point AL Longitudinal offset Positive if stake out point is further away than the measured point AT Perpendicular offset Positive if stake out point is to the right of the meas ured point AH Height offset Positive if stake out point is higher than the measured point AE Easting offset
151. s Vertical index error Refraction Compensator index error Circle eccentricity Line of sight error Tilting axis error Earth curvature Standing axis tilt TS06 09 plus Technical Data 140 14 7 Scale Correction Use of scale correc tion Atmospheric correc tion Atmospheric correc tions C By entering a scale correction reductions proportional to distance can be taken into account Atmospheric correction Reduction to mean sea level Projection distortion The distance displayed is correct if the scale correction in ppm mm km which has been entered corresponds to the atmospheric conditions prevailing at the time of the measurement The atmospheric correction includes Adjustments for air pressure Air temperature For highest precision distance measurements the atmospheric correction should be determined with e An accuracy of 1 ppm Air temperature to 1 C Air pressure to 3 mbar Atmospheric corrections in ppm with temperature C air pressure mb and height m at 60 96 relative humidity 550mb 600 650 700 750 800 850 900 950 1000 1050 mb 50 C 1 50 C S W KI 40 C P A 40 C Vo Ae 30 C TS 30 C e S 9 0 e 20 C e 20 C e S Te 10 C Ze 10 C v Ze
152. s soil factors Soil type Swell factor Weight per cubic metre Silt 1 15 1 25 2 1t Sand 1 20 1 40 15 1 8t Clay 1 20 1 50 2 1t Topsoil humus 1 25 1 5 1 7t Sandstone 1 35 1 60 2 6t Granite 1 35 1 60 2 8t Next step Press NewArea to define a new area Press New BL to define a new breakline area and calculate a new volume Press BLPt to add a new point to the existing breakline area and calculate a new volume Or press Quit to exit the program TS06 09 plus Programs 65 6 10 Remote Height Description Remote Height is a program used to compute points directly above the base prism without a prism at the target point PO Instrument station Pl Base point P2 Remote point dl Slope distance a Height difference from P1 to P2 a Vertical angle between base point and remote point Access l Select Programs from the Main Menu Remote height measurement Remote Height Result Aim at remote point Next step 2 Select 4 Remote Ht from the Programs Menu 3 Complete program pre settings Refer to 5 Programs Getting Started Measure to the base point or press hrz to determine an unknown target height Next step After measuring the Aim at remote point screen appears Aim the instrument at the inaccessible remote point Field Description A a Height difference between the base point and the remote point Height Height of the
153. sclosure L of Error Length distance error Azimuth Err Azimuth closure error AEast ANorth AHeight Calculated coordinates Next step Press Adjust from the Traverse Results screen to calculate the adjustments Set Adjustment Parameter s Adjust No of Stn 3 Azimuth Err T H Misc Distr 0 Freep Height Distr Equal 4lb Note Angles adjusted equally Scale Use Scale tont Field Description No of Stn Number of stations in the traverse Azimuth Err Azimuth closure error Misc Distr For misclosure distribution cg Angle misclosures are distributed equally Compass For surveys where angles and distances were meas ured with equal precision Transit For surveys where angles were measured with a higher precision than the distances Height Distr The height error can be distributed equally by distance or not at all Scale PPM value defined by the calculated distance between start and end point divided by the distance measured Use Scale Whether to use the calculated ppm TS06 09 plus Programs 90 Messages Depending on the number of measured points the calculation may take some time A message is displayed during the processing Adjusted points are stored as fixpoints with an additional prefix for example point BS 154 B is stored as CBS 154 B After the adjustment the Traverse program is exited and the system returns to the M
154. similar monitoring application without additional control and safety installations Aiming directly into the sun nadequate safeguards at the working site Limits of Use Environment N pancer Suitable for use in an atmosphere appropriate for permanent human habitation not suitable for use in aggressive or explosive environments Local safety authorities and safety experts must be contacted before working in hazardous areas or close to electrical installations or similar situations by the person in charge of the product TS06 09 plus Safety Directions 125 13 4 Responsibilities Manufacturer of the product Person responsible for the product Leica Geosystems AG CH 9435 Heerbrugg hereinafter referred to as Leica Geosys tems is responsible for supplying the product including the user manual and original accessories in a safe condition The person responsible for the product has the following duties e To understand the safety instructions on the product and the instructions in the user manual To ensure that it is used in accordance with the instructions To be familiar with local regulations relating to safety and accident prevention To inform Leica Geosystems immediately if the product and the application becomes unsafe To ensure that the national laws regulations and conditions for the operation of e g radio transmitters lasers are respected Hazards of Use W
155. so affect humans and animals Precautions Although the product meets in combination with radio or digital cellular phone devices recommended by Leica Geosystems the strict regulations and standards which are in force in this respect Leica Geosystems cannot completely exclude the possibility that other equipment may be disturbed or that humans or animals may be affected Donot operate the product with radio or digital cellular phone devices in the vicinity of filling stations or chemical installations or in other areas where an explosion hazard exists Do not operate the product with radio or digital cellular phone devices near to medical equipment Do not operate the product with radio or digital cellular phone devices in aircraft TS06 09 plus Safety Directions 132 FCC Statement Applicable in U S N warning Labelling FlexLine plus instrument Labelling internal battery GEB211 GEB212 GEB221 GEB222 The greyed paragraph below is only applicable for products without radio This equipment has been tested and found to comply with the limits for a Class B digital device pursuant to part 15 of the FCC rules These limits are designed to provide reasonable protection against harmful interfer ence in a residential installation This equipment generates uses and can radiate radio frequency energy and if not installed and used in accordance with the instructions may cause harmful interference to rad
156. ssary If PIN protection is activated it is possible to lock the instrument from within any program without switching off the instrument l Press the FNC Favourites key when within any program 2 Select a PIN lock from the Favourites Menu If a wrong PIN has been entered five times the system will prompt for a Personal UnblocKing code The PUK code can be found on the instrument delivery papers If the PUK code entered is correct then the instrument will start up and reset the PIN code to default value O and Use PIN Code Off Select ss Tools from the Main Menu Select t PIN lock from the Tools Menu Enter the current PIN in PIN Code Press Cont Deactivate PIN protection by setting Use PIN Code Off Accept with Cont Oe ee The instrument is now no longer protected against unauthorised use TS06 09 plus Tools 105 9 6 Loading Software Description Access L Loading firmware and languages step by step To load program software or an additional language connect the instrument to Flex Office via the serial interface and load using FlexOffice Software Upload Refer to the FlexOffice online help for further information For instruments fitted with a Communication side cover the software can be loaded via a USB memory stick This process is described below l Select og Tools from the Main Menu 2 Select Load FW from the Tools Menu Za Never disconnect t
157. st be adhered to in practice as they enable the product to be used in a technically correct and efficient manner Windows is a registered trademark of Microsoft Corporation Bluetooth is a registered trademark of Bluetooth SIG Inc All other trademarks are the property of their respective owners Description General This manual applies to TS06 plus and TSO9 plus instruments Where there are differences between the various instru ments they are clearly described Telescope Measuring with Prism mode When measuring distances to a reflector with Electronic Distance Measurement EDM mode Prism the telescope uses a wide visible red laser beam which emerges coaxially from the tele scope s objective Measuring with Non Prism modes Instruments that are equipped with a reflectorless EDM additionally offer the EDM mode Non Prism When meauring distances with this EDM mode the telescope uses a narrow visible red laser beam which emerges coaxially from the telescope s objective TS06 09 plus Introduction 2 Do NOT remove the battery during operation of the instrument or during the shut down procedure This can result in a file system error and data loss Always switch off the instrument by pressing the On Off key and wait until the instrument has shutdown completely before removing the battery TS06 09 plus Introduction Table of Contents
158. st error comes from the longest trav erse observations This method is suitable when the precision of the angles and distances are approximately equal The coordinate misclosure will be distributed with respect to the coordinate changes in Easting and Northing Use this method if the angles were measured with a higher precision than the distances Start and configure Traverse Enter station data Select starting method Measure a backsight point or go directly to step 5 Measure a foresight point Repeat for the number of sets Move to the next station Soe NIE e Itis also possible to observe sideshots and check points during the traverse however check points are not included in the traverse adjustment Atthe end of the traverse results are displayed and an adjustment may be calcu lated if desired TS06 09 plus Programs 84 6 14 2 Starting and Configuring Traverse Access l Select Programs from the Main Menu 2 Select gu Traverse from the Programs Menu 3 Complete program pre settings 4 Select F1 Set Job Only one traverse per job is allowed If an adjusted or finished traverse is already part of the selected job then select another job Refer to 5 Programs Getting Started F2 Set Tolerances Use Tolerances Yes to activate the use of tolerances Enter limits for horizontal direction the difference between measured and calculated azimuth to the closing point distance t
159. t Inverse or Traverse from the COGO Main Menu Inverse Use the Inverse subprogram to calculate the distance direction height difference and grade between two known points A Known N p3 Pl First known point P2 Second known point d3 Unknown a Direction from P1 to P2 dl Slope distance between P1 and P2 Pld d2 Horizontal distance between P1 and P2 d3 Height difference between P1 and P2 Traverse Use the Traverse subprogram to calculate the position of a new point using the bearing and the distance from a known point Offset optional Known Pl Known point a Direction from P1 to P2 dl Distance between P1 and P2 d2 Positive offset to the right d3 Negative offset to the left j Unknown e P2 COGO point without offset P3 COGO point with positive offset P4 COGO point with negative offset TS06 09 plus Programs 67 6 11 3 Intersections Access Bearing Bearing Bearing Bearing Distance Distance 4 Point Select the desired COGO subapplication from the COGO Main Menu e Brg Brg e Dst Dst Brg Dst 4Point Use the Bearing Bearing subprogram to calculate the intersection point of two lines A line is defined by a point and a direction Known Pl First known point P2 Second known point ol Direction from P1 to P3 a2 Direction from P2 to P3 Unknown P3 COGO point Use the Bearing Bearing subprogram to calculate the intersection point of a line and a circle The line is defined by a
160. t and the height of the reflector 2 Press Cont to go to the next screen 3 Measure the check point The differences in Easting Northing and Height are displayed A message will appear if the tolerances defined in the Traverse configuration are exceeded Next step Close the traverse by selecting Close in the Sight Foresight screen after a backsight point measurement but before the foresight point measurement Closing a Traverse Access Close the traverse by selecting Close in the Sight Foresight screen after a backsight point measurement but before the foresight point measurement TS06 09 plus Programs 88 Close Traverse Next step Traverse Pro LS Select Close Traverse Fi at Known Station 1 to Known Closing Point F2 to Known Closing Point 2 F3 at Known Station Only 3 Fl F4 To select menu item Known Closing Point Field Description F1 at Known To close a traverse at a known station to a known closing point Station to Use when setup on the closing station and the coordinates for the station and the closing point are known cg If this method is chosen a distance measurement is manda tory 1 Input the data for both points 2 Measure to the closing point 3 The results are displayed F2 to Known Closing Point To close a traverse to a known closing point Use when setup on an unknown station and only the coordinates of the closing
161. t of cylindrical objects and their radius The horizontal angle to points on both the left and right sides of the object are meas ured and the distance to the object as well PO Instrument station Pl Centre point of cylindrical object Hz1 Horizontal angle to a point on the left side of the object Hz2 Horizontal angle to a point on the right side of the object d Distance to the object in the middle between Hz1 and Hz2 H Radius of cylinder a Azimuth from Hz1 to Hz2 Access Press Cylindr from the Offset screen Cylindrical Offset Cylindrical Offset ES Polar Hz Left 52 0000 g JS S E Aus e 21 5000 g To trigger measurement for the left side of the object PrismOffset Num HzRight To trigger measurement for the right side of the HzLeft HzRight Meas 4 object Field Description Hz Left Measured horizontal direction to the left side of the object Using the verticalhair aim at the left side of the object then press HzLeft Hz Right Measured horizontal direction to the right side of the object Using the verticalhair aim at the right side of the object then press HzRight AHz Deviation angle Rotate the instrument to aim in the direction of the centre point of the cylindrical object such that AHz is zero PrismOffset Prism offset distance between the centre of the prism and the surface of the object to be measured If the EDM mode is Non Prism the value is set to zero automatically
162. t point is further away than the measured point A ual Height difference from the measured point to the stake out point Positive if the stake out point is higher than the measured point AL Longitudinal distance from the measured point to the stake out point Positive if stake out point is further away than the measured point AL Perpendicular distance from the measured point to the stake out point Positive if stake out point is to the right of the measured point The following are important messages or warnings that may appear Messages Description Baseline too short Base line is shorter than 1 cm Choose base points such that the horizontal separation of both points is at least 1 cm Coordinates invalid No coordinates or invalid coordinates for a point Ensure that points used have at least Easting and Northing coordinates Recording to inter Data Output is set to Interface in the Data Settings Menu To face be able to successfully start reference line Data Output must be set to Internal Memory Either press Meas to measure and record Or press ESC to return to the Define Line Segment screen and from there press Back to return to the Reference Line screen Or continue selecting ESC to exit the program TS06 09 plus Programs 55 6 6 6 6 1 Reference Arc Overview Description Access Next step 6 6 2 The Reference Arc program allows the user to defi
163. t using the adjustment pin in conjunction with the adjustment screws Turn the adjustment screws To the left and the bubble approaches the screw To the right and the bubble goes away from the screw 4 Repeat step 3 on the instrument and tribrach until both circular levels are centred and no further adjustments are necessary cg After the adjustment no adjustment screw should be loose TS06 09 plus Check amp Adjust 121 11 7 Inspecting the Laser Plummet of the Instrument Inspect the laser plummet step by step 11 8 The laser plummet is integrated into the vertical axis of the instrument Under normal conditions of use the laser plummet does not need adjusting If an adjustment is necessary due to external influences the instrument has to be returned to a Leica service department Q 2 5 mm 1 5 E Set up the instrument on the tripod approximately 1 5 m above the ground and level up 2 To activate the laser plummet turn on the instrument and if tilt correction is set to On the laser plummet will be activated automatically and the Level amp Plummet screen appears Otherwise press the FNC Favourites key from within any program and select Level Ce Inspection of the laser plummet should be carried out on a bright smooth and horizontal surface such as a sheet of paper Mark the centre of the red laser dot on the ground 4 Turn the instrument slowly through 360 carefull
164. tage 12 8 V DC Range 11 5 V 14 V Type Battery Voltage Capacity Operating time typically GEB211 Li lon 7 4V 2 2 Ah 10h GEB212 Li lon 7 4V 2 6 Ah 12h GEB221 Li lon 7 4V 4 4 Ah 20h GEB222 Li lon 7 4M 6 0 Ah 30h Based on a single measurement every 30 s at 25 C Operating time may be shorter if battery is not new Temperature Type Operating temperature Storage temperature C F C F All instruments 20 to 50 4 to 122 40 to 70 40 to 158 Battery 20 to 50 4 to 122 40 to 70 40 to 158 USB memory stick 40 to 85 40 to 185 50 to 95 58 to 203 Protection against water dust and sand Type Protection All instruments IP55 IEC 60529 TS06 09 plus Technical Data 139 Humidity Type Protection All instruments Max 95 non condensing The effects of condensation are to be effectively counteracted by periodically drying out the instrument Arctic model Operating range 35 C to 50 C 31 F to 122 F Ee To minimise unavoidable slowdown of display perfor mance for the Arctic option switch display heating on and connect the external battery Allow for a short warm up time Electronic Guide Working range 5m to 150 m 15 ft to 500 ft Light EGL Position accuracy 5 cm at 100m 1 97 at 330 ft Automatic correc The following automatic corrections are made tion
165. th the last measured point A reference plane for the 3D area calculation can be manually defined by selecting Def 3D Graphical represen ee n tation 7 TS0K 134 Next step PO Instrument station Pla Boundary point P2a Breakline point a Volume as calculated by the triangu lated irregular network TIN Press Calc to calculate area and volume and proceed to the 2D Area amp DTM Volume Result 3D Area amp DTM Volume Result screens 2D Area amp DTM 2D Area amp DTN Volume Result Calculate Yolume amp Weight Volume Result 2D 3D Volume gb as Pts 8 DTM Grd Area 157 710 m2 Area 0 016 ha 39 308 m2 Area 156 592 m2 vai 52 245 n3 Per 50 695 m 1 200 DTM V 52 245 m3 JA B2 B94 m3 E 1 250 t m3 NewArea New BL Q 78 368 t NewArea New BL Quit eBLPt uit eBLPt Field Description Area 2D Area calculated by projection onto a horizontal plane Area 3D Area calculated by projection onto an automatically or manually defined reference plane DTM Grd Area Area defined by ground points calculated by triangulated irregular network TIN BreakLn Area Area defined by breakline points calculated by TIN DTM Volume I Volume as calculated by TIN Swell Factor Factor that gives the relationship between the volume of a mate rial as found in nature to the volume of the same material after excava
166. th the following exceptions The codelist editor of FlexOffice can assign a status to the attributes Attributes with status fixed are write protected They cannot be overwritten or edited e For attributes with status Mandatory an input or a confirmation is required Attributes with status Normal can be edited freely Quick Coding Description Access Quick coding step by step Messages FlexOffice Using quick coding a predefined code can be called directly via the keypad on the instrument The code is selected by entering a two digit number the measurement is then triggered and the measured data and code saved A total of 99 quick codes can be assigned The quick code number can be assigned when the code is created in the Coding screen in the Codelist Manager in FlexOffice or it is assigned in accordance with the order in which the codes were entered for example 01 first code in the code list 10 gt tenth code in the code list 1 Select re Programs from the Main Menu 2 Select a Survey from the Programs Menu 3 Press 4 Q Code m Press 4 Q Code 2 Enter a two digit number on the keypad c A two digit code must always be entered on the keypad even if only a one digit code was assigned For example 4 enter 04 3 The code is selected the measurement triggered and the measured data and code saved The name of the selected code is displayed after the measurement 4 Press 4 Q
167. the Measure target point screen appears 2 Measure and record the target point The results are displayed in the Reference Plane Result screen TS06 09 plus Programs 60 Reference Plane Reference Plane Result ES NewTgt Result Result To record and save the intersection point Int PtID 441 and to proceed to measure a new target Offset 4 779 m point AX 13 979 m AZ 28 748 m Stake East 34 832 m To display stake out values and a graphic BE a aa m for the intersection point Refer to 2 7 eight m NewTgt Stake NewPlan Quit Graphic Symbols for an explanation of the graphic symbols NewPlan To define a new reference plane Field Description Int POD Point ID of the intersection point the perpendicular projection of the target point on the plane Offset Calculated perpendicular distance between target point and plane intersection point AX Perpendicular distance from the intersection point to the local Z axis AZ Perpendicular distance from the intersection point to the local X axis East Easting coordinate of the intersection point North Northing coordinate of the intersection point Height Height of the intersection point 6 8 Tie Distance Description Tie Distance is a program used to compute slope distance horizontal distance height Tie distance methods Polygonal method Radial method difference and azimuth of two target points which are either measured s
168. ting to store data is required if a completely new USB memory stick is used or if all existing data needs to be deleted NRW N e cg The formatting function on the instrument only works for Leica USB memory sticks All other USB memory sticks should be formatted on a computer Ce Despite an automatic defragmentation the USB memory stick gets frag mented after a while Please format the USB memory stick periodically to maintain the instrument performance Select Manage from the Main Menu Select n USB Stick from the Manage Menu Press 4 Format in the USB File Manager screen A warning message will appear c By activating the format command all data will be lost Make sure that all important data on the USB memory stick has been backed up before formatting the USB memory stick Press Yes to format the USB memory stick A message will display once the formatting of the USB memory stick is completed Press Cont to return to the USB File Manager screen TS06 09 plus Data Management 113 10 5 Working with Bluetooth Description Establishing a connection step by step Transferring data via Bluetooth Instruments fitted with a Communication side cover can communicate with external devices via a Bluetooth connection The instrument Bluetooth is a slave only The Blue tooth of the external device will be the master and therefore will control the connec tion and any data transfer 1 On the instrument ens
169. tion Refer to the table Swell Factor for more information on swell factors DTM Volume Il Volume of the material after excavation from its original location DTM Volume II DTM Volume I x Swell Factor Weight Factor Weight in tons per m of material Editable field Weight Total weight of material after being excavated Weight DTM Volume ll x Weight Factor TS06 09 plus Programs 64 Swell Factor According to DIN18300 the following soil classes have the given swell factors Soil dass Description Swell Factor 1 Topsoil containing unorganic material as well as humus 1 10 1 37 or organic animals Fluent soil types of fluid to semi fluid consistency n a Easily degradable soil types Cohesionless to hardly 1 06 1 32 cohesive sands 4 Moderately degradable soil types Mixture of sand silt 1 05 1 45 and clay 5 Hard to degrade soil types Same soil types as classes 3 1 19 1 59 and 4 but with a greater ratio of stones bigger than 63mm and between 0 01 m to 0 1 m in volume 6 Rock types that have an inner mineral cohesiveness 1 25 1 75 however are fragmented slaty soft or weathered 7 Hard to degrade rock types with a strong inner mineral 1 30 2 00 cohesiveness and minimal fragmenting or weathering Swell factor examples The values given are approximate only Values may be different depending on variou
170. ts are ordered in descending order of sort type Ascending Lists are ordered in ascending order of sort type Code Record Sets if the codeblock is saved before or after the measurement Refer to 8 Coding Code Sets if the code will be used for one or many measurements Reset after Rec The set code is cleared from the measurement screen after Meas or Store is selected Permanent The set code remains in the measurement screen until manually deleted Data Output Sets the location for data storage Internal All data is recorded in the internal memory Memory Interface Data is recorded via the serial interface the USB device port or Bluetooth depending on the port selected in the Interface Settings screen This Data Output setting is only required if an external storage device is connected and measurements are started at the instrument with Dist Store or Meas This setting is not required if the instrument is totally controlled by a datalogger GSI Format Sets the GSI output format GSI 8 81 00 12345678 GSI 16 81 00 1234567890123456 GSI Mask Sets the GSI output mask Mask 1 PtID Hz V SD ppm mm hr hi Mask 2 PtID Hz V SD E N H hr Mask 3 StationID E N H hi Station StationID Ori E N H hi Station Result PtID E N H Control PtID Hz V Set Azimuth PtID Hz V SD ppm mm hr E N H Measure ment TS06 09 plus Settings 28 4 4 Screen amp Audio
171. uilding sites and at industrial installations Precautions Always ensure that the working site is adequately secured Adhere to the regulations governing safety and accident prevention and road traffic TS06 09 plus Safety Directions 126 N caution N warning If the accessories used with the product are not properly secured and the product is subjected to mechanical shock for example blows or falling the product may be damaged or people can sustain injury Precautions When setting up the product make sure that the accessories are correctly adapted fitted secured and locked in position Avoid subjecting the product to mechanical stress If the product is used with accessories for example masts staffs poles you may increase the risk of being struck by lightning Precautions Do not use the product in a thunderstorm During the transport shipping or disposal of batteries it is possible for inappropriate mechanical influences to constitute a fire hazard Precautions Before shipping the product or disposing of it discharge the batteries by running the product until they are flat When transporting or shipping batteries the person in charge of the product must ensure that the applicable national and international rules and regulations are observed Before transportation or shipping contact your local passenger or freight transport company High mechanical stress high ambient temperatures or imme
172. ure that the communication parameters are set to Blue tooth and Active Refer to 4 6 Interface Settings 2 Activate Bluetooth on the external device The steps required depend on the Blue tooth driver and other device specific configurations Refer to the device user manual for information on how to configure and search for a Bluetooth connec tion The instrument will appear on the external device as TSOx y zzzzzzz where x the FlexLine plus series TSO6 plus or TSO9 plus y the angular accuracy in arc seconds and z the serial number of the instrument For example TSO6 3 1234567 3 Some devices ask for the identification number of the Bluetooth The default number for a FlexLine plus Bluetooth is 0000 This can be changed by Select rot Settings from the Main Menu e Select ZS Interface from the Settings Menu M Press BT PIN from the Interface Settings screen Enter a new Bluetooth PIN number in PIN Code Press Cont to confirm the new Bluetooth PIN 4 When the external Bluetooth device has located the instrument for the first time a message will display on the instrument stating the name of the external device and requesting confirmation that connection to this device should be allowed Press Yes to allow or e Press No to disallow this connection 5 The instrument Bluetooth sends out the instrument name and serial number to the external Bluetooth device 6 All further steps must be made in accordance to the
173. ut mask setting of ecer 28 E Output format setting of eccere 28 Edit fields how to 15 EDM signal reflection 92 H EDM tracking mode on off EE 92 Heisht transfer donec etico uti nies aretini 92 Electromagnetic compatibility EMC 131 Helmert resection esee esent 40 Electronic adjustment EE ees 116 lef LEE 96 Electronic Distance Measurement EDM Hidden point function sseeeeeeeees 92 Guidelines for correct results 22 Horizontal alignment 2 etti dette tpo edt 73 Laser DOIDter i e rer nen 32 Horizontal angle setting of sssessse 25 Non Prism mode eseseeeeseneeeee 135 e EE ee Rives qe regt ide 92 GREEN 136 Hz corrections setting of sseeeeee 24 ENEE ln EE 32 Hzncrermebt 2 deret aceti deed eden et 25 Prism mode sssesseeeeem een 134 Prism TYDES cause oes eee aces p rp ted epe vus 31 I Setting Se eege eegene 31 sea EE 12 Signal reflection Eh 33 Identifier setting location of ccecce 47 ee le 97 Itnport data us dne Rodin 111 Electronic Guide Light EGL Individual PPM setting Of ccccseeeesseeeeeeeeeeeees 33 Guide Light settings esseesesesssssss 32 Instrument Safety directions essseseeeeeeneeee 130 el ul elen 10 Technical data 140 Configuration esses 24 Electronic level level up instrument 18 Dimensions sessse
174. w calculated values are displayed 6 Either Press More to measure another set to the same target point The final adjustment values will be the calculated average from all the measure ments Press Cont to save the new adjustment data or Press ESC to exit without saving the new adjustment data Messages The following are important messages or warnings that may appear Messages Description V Angle is not suita blefor adjustment or wrong face The vertical angle deviates from the required horizontal line of sight or in face II the vertical angle deviates by more than 5 from the target point Aim at the target point with an accuracy of min 5 or when adjusting the tilt axis 27 above or beneath the horizontal plane Confirmation of the message required Out of Tolerance Previous values retained Computed values out of tolerance The previous values are retained and measurements should be repeated Confirma tion of the message required Hz Angle is not suit able for adjustment Horizontal angle in face Il deviates by more than 5 from the target point Aim on the target point with an accuracy of min 5 Confirmation of the message required Timelimit exceeded Please repeat Adjustment Time difference between measurements for results storage exceeds 15 minutes Repeat the process Confirmation of the message required TS06 09 plus Check amp Adjust 118
175. ware Oper System Display the operating system of the instrument Page 3 4 or Memory Displays job specific memory information such as the number of stored stations and fixpoints within a Job the number of recorded data blocks for example measured points or codes within a job and the memory space occupied Cg Before pressing Format to format the internal memory ensure that all impor tant data is first transferred to a computer Jobs formats codelists configu ration files uploaded languages and firmware are deleted by formatting Ce Despite an automatic defragmentation the memory gets fragmented after a while Please format the internal memory periodically to maintain the instru ment performance TS06 09 plus Tools 102 Page 4 4 or Dates Field Description Maint End Date Displays the end date of the maintenance agreement for the instrument firmware Next Service Date Displays the date of the next service check required The field can be invisible if turned off by the service reminder TS06 09 plus Tools 103 9 4 Licence Keys Description To fully activate hardware functionality firmware applications and firmware contracts licence keys may be required on the instrument For all instruments licence keys can be manually entered or uploaded via FlexOffice For instruments fitted with a Commu nication side cover licence keys can also be uploaded via a USB memory
176. wo points a Difference in horizontal distance between the two points a Difference in slope distance between the two points A a Difference in height between the two points Messages The following are important messages or warnings that may appear Messages Description Two measurements The values cannot be calculated as there are less than two required valid measurements 7 5 EDM Tracking Access 1 Press the FNC Favourites key when within any program Description 2 Select amp EDM from the Favourites Menu This favourite activates or deactivates the tracking measurement mode The new setting is displayed for about one second and then set This favourite can only be acti vated from within the same EDM mode and prism type The following options are avail able EDM Mode Tracking mode OFF lt gt Tracking mode ON Prism P Precise lt gt P Tracking P Precise amp Fast lt gt P Tracking Non Prism NP Precise NP Tracking The last active measurement mode remains set when the instrument is switched off TS06 09 plus Favourites 97 7 6 Backsight Check Description Access Backsight Check This favourite enables the user to remeasure to the point s used for Station Setup This is useful to check if the station position is still correct after measuring some points l Press the FNC Favourites key when within any program 2 Select rt BS Check from the Favourites Menu
177. xis b Line perpendicular to tilting axis C Horizontal collimation or line of sight error d Line of sight The vertical circle should read exactly 90 100 gon when the line of sight is hori zontal Any deviation from this figure is termed vertical index error This is a constant error that affects all vertical angle readings a Mechanical vertical axis of the instrument also called standing axis b Axis perpendicular to the vertical axis True 90 c Vertical angle is reading 90 d Vertical index error c By determining the vertical index error the electronic level is adjusted automatically 1 Select dk Tools from the Main Menu 2 Select P Adjust from the Tools Menu e Select e F1Hz Collimation or es F2 Vertical Index The procedures and conditions required to correct line of sight and vertical index errors are the same therefore the procedure will only be described once l Level the instrument with the electronic level Refer to 3 Operation Level up with the electronic level step by step Aim at a point approximately 100 m from the instrument which is within 5 of the hori zontal 3 Press Store to measure to the target point T Fen IT Change face and aim at the target point again Kx TS06 09 plus Check amp Adjust 117 Ce For checking the horizontal aim the difference in Hz and V are displayed 5 Press Store to measure to the target point cg The old and ne
178. y le In this example selecting 2 on an alphanu n Ze d meric keyboard would start the Survey Le program Survey Stakeout Pointsearch Description Direct search Wildcard search Pointsearch is a function used by programs to find measured or fixed points in the memory storage It is possible to limit the point search to a particular job or to search the whole storage The search procedure always finds fixed points before measured points that fulfil the same Search criteria If several points meet the search criteria then the results are ordered according to the entry date The instrument finds the most recent fixed point first By entering an actual point number for example 402 and pressing Search all points within the selected job and with the corresponding point number are found Pointsearch Las General Job GI PtID 402 Search MM To search for matching points within the Select job or enter selected job point coordinates manually ENH 0 To set all ENH coordinates for the point ID Search ENH 0 ENH to 0 The wildcard search is indicated by a The asterisk is a place holder for any following sequence of characters Wildcards should be used if the point number is not fully known or to search for a batch of points TS06 09 plus User Interface 15 Examples of point searches 2 7 Al points are found A All points with exactly the point number A
179. y observing the movement of the red laser dot Ce The maximum diameter of the circular movement described by the centre of the laser dot should not exceed 3 mm at a height of 1 5 m 5 If the centre of the laser dot makes a clearly circular movement or moves more than 3 mm away from the point which was first marked an adjustment may be required Call your nearest Leica service department Depending on brightness and surface type the size of the laser dot can vary At a height of 1 5 m an average diameter of 2 5 mm is estimated UJ Servicing the Tripod Service the tripod step by step Ce The connections between metal and timber components must always be firm and tight 1 Tighten the leg cap screws moderately with the allen key supplied 2 Tighten the articulated joints on the tripod head just enough to keep the tripod legs open when lifting the tripod off the eround 3 Tighten the screws of the tripod legs TS06 09 plus Check amp Adjust 122 12 Care and Transport 12 1 Care cg Despite an automatic defragmentation the memory gets fragmented after a while Please format the internal memory periodically to maintain the instrument perfor mance 12 2 Transport Transport in the field Transport in a road vehicle Shipping Shipping transport of batteries Field adjustment 12 3 When transporting the equipment in the field always make sure that you either carry the product in its ori
180. y with the terms and conditions of the Leica Geosystems Soft ware Licence Agreement Such agreement is provided together with all products and can also be referred to and downloaded at the Leica Geosystems home page at http www leica geosystems com swlicense or collected from your Leica Geosystems distributor You must not install or use the software unless you have read and accepted the terms and conditions of the Leica Geosystems Software Licence Agreement Installation or use of the software or any part thereof is deemed to be an acceptance of all the terms and conditions of such Licence Agreement If you do not agree to all or some of the terms of such Licence Agreement you must not download install or use the software and you must return the unused software together with its accompanying documentation and the purchase receipt to the distributor from whom you purchased the product within ten 10 days of purchase to obtain a full refund of the purchase price TS06 09 plus Software Licence Agreement 144 16 Glossary Instrument axis ZA Line of sight collimation axis Telescope axis line from the reticle to the center of the objective SA Standing axis Vertical rotation axis of the telescope KA Tilting axis Horizontal rotation axis of the telescope Also EN known as the Trunion axis fa V Vertical angle zenith angle K L S VK Vertical circle N e With coded circular division for reading the comu s

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